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Project Feasibility Report

1 Jaykaycem (Central) Limited

PROJECT FEASIBILITY REPORT

for

GREENFIELD INTEGRATED CEMENT MANUFACTURING

UNIT AND

CAPTIVE POWER PLANT INCLUDING WASTE HEAT

RECOVERY PLANT

OF

5.28 MTPA CLINKER (2.64MTPA x 2 PHASES)

6 MTPA CEMENT PLANT (3MTPA x 2 PHASES)

80 MW CAPTIVE POWER PLANT (40x 2 PHASES)

30 MW WHR PLANT (15 x 2 PHASES)

500 KVA DG SET

Location: Villages: Devra, Madaiyan, Hardua Ken, Puraina, Sotipura,

Taluka : Amanganj Dist. : Panna (MP)

PROJECT PROPONENT

JAYKAYCEM (CENTRAL) LIMITED

KAMLA TOWER, KANPUR (U.P.)



TABLE OF CONTENTS

1. Executive Summary .......................................................................... 3

2. Introduction Of The Project ............................................................ 10

2.1 Identification Of Project & Project Proponent ................................. 11

2.2 Brief Description Of Nature Of The Project ..................................... 12

2.3 Need For The Project ................................................................................ 13 2.4 Demand Supply Gap ................................................................................ 15

2.5 Imports Vs Indigenous Production ............................................... 18

2.6 Export Possibility .............................................................................. 18

2.7 Domestic Export Market ......................................................................... 18

2.8 Employment Generation (Direct & Indirect) .................................... 19

3. Project Description .................................................................................... 20

3.1 Type Of Project .................................................................................. 20

3.2 Location .............................................................................................. 20

3.3 Alternate Site ...................................................................................... 24

3.4 Size Of Magnitude Of Operation ......................................................... 24

3.5 Process Description ................................................................................... 26

3.6 Raw Materials Sources & Transportation .......................................... 31

3.7 Resource Recycling ……………………………………………………... 32

3.8 Water Requirement & Supply ............................................................... 33

3.9 Waste Generation And Waste Management .................................... 34

4. Site Analysis ...................................................................................... 35

4.1 Connectivity ...................................................................................... 35

4.2 Proposed Plant Land Detail ................................................................... 36

4.3 Environmental Settings in and around 10 Kms radius from

the proposed site.......................................................................................

47

4.4 Topography ....................................................................................... 48

4.5 Existing Infrastructure ..................................................................... 48

4.6 Soil Classification....................................................................................... 49

4.7 Climate ................................................................................................ 49

4.8 Social Infrastructure ......................................................................... 50

5. Planning Brief ................................................................................... 66

5.1 Planning Concept ...................................................................................... 66

5.2 Population Projection ............................................................................... 68

5.3 Green Belt Breakup ........................................................................... 68

5.4 Infrastructure Demand .................................................................... 68

5.5 CSR strategy ...................................................................................... 68

6. Proposed Infrastructure ................................................................... 70

6.1 Industrial Area 70

6.2 Residential Area 70

6.3 Green Belt 70

6.4 Social Infrastructure 71



6.5 Connectivity 71

6.6 Drinking Water 72

6.7 Sewerage System 72

6.8 Solid Waste Management 72

6.9 Power Requirement & Supply 72

7 REHABILITATION AND RESETTLEMENT 75

8 PROJECT SCHEDULE & COST ESTIMATION 75

9 FINAL RECOMMENDATION 78



1. EXECUTIVE SUMMARY

1.1 Introduction

This feasibility report presents a brief summary of the proposed Greenfield

integrated cement Project in villages: Hardua Ken, Puraina, Sotipura, Devra,

Madaiyan, Taluka: Amanganj , Dist. Panna (MP).

Jaykaycem (Central) Limited (JKCCL) , is an associate company of J. K. Organisation,

a highly diversified industrial conglomerate with significant presence in a wide

ranging array of products and a standing of more than about one hundred years.

The company/project proponent with its registered office at Kamla Tower , Kanpur

U.P. has proposed to set up a Greenfield Integrated Cement Project of capacity 5.28

MTPA Clinker and 6 MTPA Cement Plant along with 80 MW Captive Power Plant

and 30 MW Waste Heat Recovery System in Two Phases in villages Hardua Ken,

Puraina, Sotipura, Devra, Madayyan, Taluka: Amanganj , Dist: Panna (MP). The

proposed installed capacities of Clinker, Cement, CPP and WHRS envisaged in each

phase are shown in the table below:-

Sr.No. Details of items/products Phase-II Phase-II

1. Clinker (MTPA) 2.64 2.64

2. Cement (MTPA) 3 3

3. Captive Power

3-A. Thermal Power plant (MW) 40 40

3-B. Waste Heat Recovery Plant (MW) 15 15

The implementation of 2nd phase of the Integrated Unit is envisaged to commence

three years after the completion/commencement of commercial production in 1st phase.

The plant will be located in the district of Panna of Madhya Pradseh State of India.

The District of Panna is an industrially backward district vis-à-vis the other district

with advanced industrial activity in the state of Madhya Pradesh. Due to this fact the

location imbibes many advantages. Jaykaycem (Central) Limited has located large

deposits of lime stone and has successfully conducted systematic exploration and

appraisal of these deposits. Coal occurs in the nearby districts of Shahdol, Umaria

and Anup Pur etc. in the large quantities. From geographical perspective the plant

will be located in the center of country with well connected networks of Roads and

Rail. The location advantage of the plant makes it possible to dispatch the cement in

all the directions giving easy accessibility to the market.

1.2 Promoter’s Background

Jaykaycem (Central) Limited (JKCCL) proposes to set up an Integrated Cement

Plant of capacity 5.28 MTPA clinker , 3 MTPA cement, 80 MW CPP and 30 MW



WHR Plant at villages Hardua Ken, Puraina, Sotipura, Devra, Madayyan, of Tehsil

Amanganj, District Panna, Madhya Pradesh.

The company under the banner of J. K. Cement Limited, the promoters for the present

project commenced its cement operations in May 1974 at their first plant at

Nimbahera in the state of Rajasthan, with a single kiln of production capacity of 0.3

MTPA. Second kiln was added in 1979 with production capacity of 0.42 MTPA and a

third kiln in 1982 with a production capacity of 0.42 MTPA.

In 1986 the company upgraded Nimbahera line No.3 by installing separate line

calciner (SLC) with complete backward and forward integration of equipment from

crusher to packing plant and increased the clinkerisation capacity of the plant from

0.42 MTPA to 1 MTPA. Subsequently from 1988 - 2000 the clinkerisation capacity of all

the 3 units were upgraded by carrying out various modifications in the system and

production has since been increased to 0.4 MTPA clinker for Kiln -1, 0.6 MTPA clinker

for Kiln 2 & 1.6 MTPA clinker for Kiln 3. The present total clinkerisation capacity of

the three lines at Nimbahera is 2.6 MTPA cement. Second grey cement plant was

started at Mangrol in 2001, with a production capacity of 0.75 MTPA clinker. White

cement plant of capacity 0.05 MTPA clinker has started commercial production in

1984 and upgraded to 0.4 MTPA clinker, at Gotan, Rajasthan, India. White cement based

wall putty also started getting manufactured and enjoys market leadership in these two

commodities.

Company went into a massive expansion by installing a 3.0 MTPA grey cement plant

at Mudhol, Karnataka which started commercial production from Sept 2009. A

divested plant in Gotan, Rajasthan was taken over by the company, upgraded and

put to operations and is producing 0.4 MTPA grey cement. Today the grey cement

production capacity of the company is 7.5 MTPA and White Cement is 0.4 MTPA.

The company has also undergone Brownfield expansion of 1.5 MTPA capacity at

Mangrol, Rajasthan and a split located grinding unit of 1.5 MTPA capacity at Jhajjar,

Haryana.

J.K. Cement Limited is also setting up of a greenfield, dual process, White Cement -

cum - Grey Cement plant at Fujairah, UAE. The proposed plant at Fujairah shall have

a capacity of 0.6 MTPA White Cement and 1 MTPA Grey Cement. J.K. Cement

Limited has a vision to double the grey cement capacity to 15 MTPA by the year 2020-

21.

1.3 Basic Details

S. No. Particulars Details

1. Products 5.28 MTPA Clinker (2.64 MTPA X 2 Phases) 6 MTPA Cement Plant (3 MTPA X 2 Phases) 80 MW Captive Power Plant (40x 2 Phases) 30 MW WHR Plant (15 X 2 Phases) 500 KVA DG Set

2. Raw Materials Limestone, Iron Ore, Bauxite, Coal, pet coke, Gypsum, Fly ash etc.



3. Fuel 30% Indian Coal and 70% Pet coke ( 1:1 ratio) for cement plant and 100% Indian coal for Power Plant

4. Power 80 MW coal based power plant, 30 MW Waste heat recovery power plant, D G Set 500 MW

5. Employment Potential Total 820 nos. of employees is proposed to be appointed in both phases of implementation and operation. In Implementation phases 90 nos. and in operation phases 730 nos. will be appointed in Cement Plant & CPP.

6. Average elevation of the proposed area

315 Mtr above mean sea level (MSL)

7. Estimated Project Cost Phase I Rs. 277434 Lacs & Phase II 281261 Lacs

8. Soil Type Loamy, yellowish brown soil

9. Seismic Zone Zone – III

1.4 Environmental Aspects

Cement & thermal power plants along with other activities will have aspects of air

pollution in terms of Particulate Matter, Sulphur Dioxide, Oxides of Nitrogen and

Carbon Monoxide etc. and aspect of water pollution in terms of waste water from

utilities and domestic activities. JKCCL envisages comprehensive environment

management plan (EMP) to manage the pollution aspects in the proposed integrated

cement plant, with a view to improve productivity by adopting techniques to minimize

the waste and reutilize whatever waste is generated , under stringent statutory

framework.

Technology and Plant Design

The plant is based on dry process technology. The manufacture of various varieties of

Cement is a technology driven industrial activity and involves high range of capital

expenditure.

Following are the key points for the proposed project

i. The combination of raw materials i.e. Limestone, Iron Ore/Laterite, Bauxite,

Clay, Silica (if required) and Coal known as raw mix results from proportioning;

will be subjected to grinding to fine powder, homogenization and blending.

ii. Raw mix then will be sent to pre heater, comprising series of vertical cyclones.

The emitting hot gases from Kiln are utilized in this stage. It Followed by

chemical reactions which take place in rotary kiln in different temperature zones.

A series of chemical reactions take place between Calcium and various

compounds of Silicon Dioxide from the basic constituents of cement, i.e., Calcium

Silicate. Kiln will have 14500C as the maximum temperature. Heating will be

done by using Coal from the outward end and the kiln feed gets converted into

Clinker by the time it reaches the lower part at the far end. Clinker is produced

and the process is called as clinkeraisation.



iii. The clinker from kiln is passed on to Cooling towers and is finally subjected to

grinding. Finely grounded Gypsum, the additive that functions as retarder is

added to make final product, the Cement.

iv. The Cement finally reaches packing plant to be packed in bags of various sizes

for shipment to the market.

Air Environment

The entire plant has been designed and would be operated with environment in focus.

Reverse Air Bag House (RABH) will be provided for Kiln/ raw mill exhaust gases with

suitable height of chimney. A separate stack will be provided for CPP.

Bag House will be provided in cement grinding section of plant. Bag filters will be

provided at all the material handling and transfer points;

CPP will house CFBC boilers which are provided with low NOX burners and designed

to reduce SO2 emissions by injecting lime, if required. The boilers are also designed to

ensure high thermal efficiency.

Electro Static Precipitators (ESP) have been designed to emit suspended particulate

matter less than 50 mg/Nm3 and interlock the plant operations to ensure stipulated

emission level at all times.

Water Environment

The water requirement for first phase of Cement Plant, CPP, will be about 3012 KLD for phase-I and around 5700 KLD of water for both the phases including residential colony. In the operational phase, water for the proposed project shall be sourced from Ground water as well as from surface water source. The area is categorized under SAFE category by CGWA. Proper recharge structures shall be provided for augmentation of ground water. Total requirement of water will be met partly from ground water and partly from surface water and the river Ken, flowing in the vicinity. At a later stage the rain water accumulated in the working pit will be motored to Raw Water tank that will serve the purpose of dewatering the pit as well as being used for various other purposes. A detailed Ground water exploration and Hydrological study has already been undertaken to assess the water availability. No wastewater will be generated from the cement manufacturing process.

Effluents generated from softener plant will be neutralized in neutralization pit. The

wastewater will be sent to main effluent tank. The boiler blow down and auxiliary

cooling tower wastewater will be sent directly to main effluent tank. Main effluent tank

serves the purpose of equalization and settling for monitoring the final effluent quality.

There will be provision of Multi-grade filter and activated carbon filter s polishing unit.

The effluent generated from these sections will be utilized for ash miniaturization, water

spraying in coal handling plant, dust suppression on roads and for green belt

development etc. Thus, “Zero Discharge concepts will be followed”.

The waste water generated from cement plant and CPP Shall be treated in the treatment

plant 725 KLD in phase -I and similar arrangement shall be provided for phase-II . The

sewage generated from the colony shall be treated at another STP of 300 KLD.

Separate storm water drains will be provided and storm water from entire plant will be

collected in proper channels and stored in a settling tanks which may be used for dust

suppression.



Solid & Hazardous Waste Management

No Solid wastes will be generated from the plant process. All the steel scrap shall be

recycled through material suppliers. The fly ash generated will be used for

manufacturing of PPC. Bed-ash generated will be used for laying haul roads in Mines,

brick manufacturing etc.

Spent and Used Oil – will be used for lubrication of scraper chains/ Drag Chains/

Screw conveyors crapper. It will be given to the authorized recyclers. Lead acid

batteries will be exchanged with authorized OEM. The waste resin from the cooling

tower and waste carbon from ACF shall be disposed off at TSDF Pithampur (MP).

About 240 TPD of Fly ash at Phase –I and 480 TPD at complete configuration is expected

to be generated from CPP. The entire quantity will be utilized for the production of

Portland Pozzolana Cement in the cement plant.

The fugitive dust emissions occurring during material handling and material transfer

points will be controlled by installing bag filters and water spraying system. Closed

conveyor belts are used for material transport within the plant premises.

Noise Environment

The main noise generating sources are compressors, cooling towers, ball mills,

blowers from boilers etc. All these sources will be provided with acoustic enclosures

to limit the noise levels below 85 dBA. The impact of noise emission from cement

plant and CPP will be minimized by the following measures

Encasement of noise generating equipment;

Providing noise control cabins in operators rest rooms and work stations;

Ensuring use of ear muffs whenever employees approach noisy equipment;

Conducting studies on noise dosimetery and audiometery to assess the noise induced

hearing loss in case of exposed employees and take appropriate ameliorative

measures, wherever necessary;

Greenbelt development along the periphery of the plant.

The raw material will be transported by the closed conveyor belt. Additives and the

slag are transported by road. Scheduling of truck movement and improving of road

maintenance activities will be adopted. This will result in minimizing the impact on the

traffic density of the external roads.

Greenbelt Development & Afforestation

It is proposed to develop 33 % of Green belt within the entire premises in

scientific manner. The survival rate of more than 85% will be ensured.

Environmental Management Systems (EMS)

The effective implementation of the Environment Management Plan (EMP)

during design, construction and operation, of the project will ensure to comply with

the given standards and within the specified limits.

1.5 Socio- Economics

JKCCL shall be engaged in social development activities in all the villages surrounding

the cement plant and mining lease areas. Social welfare activities will be taken up on a

large scale. These activities are proposed in the following focus areas:

Health Care



Social well being

Education, vocational training

Sustainable Livelihood

Infrastructure Building

Afforestation

Rural water supply and sanitation; and

Assistance in utilizing government programs.

1.6 Benefits of the Project

The project will be entitled for the following benefits:

1. JKCCL will invest Rs. 277434 Lacs in the first stage and Rs. 281261 Lacs in

second stage to establish 5.28 MTPA clinkerisation plant & 6 MTPA cement

plant along with 80 MW captive power plant & 15 MW WHRB.

2. The project will generate large number of direct and in direct employment

opportunities in the area.

3. The area is devoid of industrial growth and development of area is envisaged

from the proposed proposal. Further CSR activities to be taken up by the

JKCCL, will upgrade the soico economic profile of the study area.

1.7 Conclusions

The proposed project may have certain level of impacts on the local environment.

At the same time it will have beneficial impact also in terms of employment

opportunities, developmental opportunities, business promotional activities etc.

Community impacts will be beneficial, as the project will generate significant

economic benefits in the region.

JKCCL shall to meet the compliance requirements of MoEF‟s Charter on

Corporate Responsibility for Environmental Protection (CREP).

Best Available Technology and Best Management Practices with more

environmental friendly process for manufacturing OPC/PPC cements.

With the effective implementation of the Environment Management Plan (EMP)

during the planning, design, construction and operation phases, the project can

proceed without any significant negative impact on environment.

2. Introduction of the Project

Cement and steel are the most important support products for the development of

physical infrastructure and are often referred to as belonging to core sector. Cement

alone plays a vital role in the growth of society as also of nation, particularly the

developing ones. It is basically a mixture of compounds, consisting mainly of silicates

and aluminates of calcium, formed out of calcium oxide, silica, aluminum oxide and

iron oxide. The demand for cement, being a derived one, depends primarily on the pace

of activities in the business, financial, real estate and infrastructure sectors of the

economy. Cement is considered preferred building material and is used worldwide

for all construction works such as housing and industrial construction, as well as for

creation of infrastructures like ports, roads, power plants, etc. Thus, it is considered to be a



significant contributor to the Government's revenue collection and a pillar of overall

planned development of an economy.

In India, the foundation of a stable Indian cement industry was laid in 1914 when the

Indian Cement Company Ltd. started manufacturing cement in Porbundar in

Gujarat. In the initial stages, particularly during the period before independence, the

growth of the sector had been very slow. The indigenous production of cement was not

sufficient to meet the entire domestic demand and accordingly, the Government had to

control its price and distribution statutorily. Also, the large quantities of cement had to be

imported for meeting the deficit in the country. However, with liberalization and

introduction of several policy reforms, the cement industry has been decontrolled which

gave impetus to its pace of growth. It has made rapid strides both in capacity/

production and process technology

terms. Today, it is one of the most

advanced and pioneering sectors in

the country. Cement is a basic

material input which facilitates the

promotional and developmental

efforts, at a fast pace, in the areas of

infrastructural set up and other

construction related works. Since it

is a decontrolled commodity, its

production and prices are largely

governed by economic factors, like,

demand and supply, cost of raw

materials and other inputs, production as well as distribution costs.

The Indian cement industry is extremely energy intensive and is the third largest user of

coal in the country. It is uses modern and latest technology, which is among the best in the

world. Only a small segment of industry is using old technology based on wet and semi-

dry process. Also, the industry has tremendous potential for development as limestone

of excellent quality is found almost throughout the country. In other words, it is

experiencing a boom on account of overall growth of the Indian economy, economy in

manufacturing and continuous up gradation in technology, etc. This has immensely

helped it to conserve energy and fuel as well as to save material substantially.

In India, the Department of Industrial Policy and Promotion (DIPP), under the Ministry of

Commerce and Industry, is the nodal agency for the development of cement industries. It is

involved in monitoring their performance at regular intervals and suggesting suitable

policy incentives, as per the requirement. The Department is responsible for

formulation and implementation of promotional and developmental measures for

growth of entire industrial sector in general and of some selected industries like cement,

light engineering, leather, rubber, light machine tools, etc. in particular. It is involved in

framing and administering overall industrial policy and foreign direct investment (FDI)

policy as well as promoting FDI inflow into the country. It plays an active role in

investment promotion through dissemination of information on investment climate



and opportunities in India as well as by advising prospective investors about various

policies and procedures.

Some of the rules and orders, administered by DIPP, relating to the cement industry are:-

Cement Control Order, 1967, Cement Cess Rule, 1993, Cement (Quality Control) Order,

1995, Cement (Quality Control) Order, 2003.

In view of the factors described above JKCCL has planned to set up an integrated cement

project in Villages: Devra, Harduaken, Puraina, Sotipura & Madaiyan, Taluka :

Amanganj , Dist. Panna, M.P.

The products from this project can be viably marketed in state like U.P., M.P. Chhattisgarh

and Bihar. They are located in a distance range of 350 – 1000 Kms. In addition to the

availability of large reserves of Limestone, the location of the project in a central place has

prompted the applicant to undertake proposed project.

2.1 Identification of Project & Project Proponent

Jaykaycem (Central) Limited (JKCCL) proposes to set up a Greenfield Integrated

Cement Plant having capacity of 5.28 MTPA of clinker and 6 MTPA of cement in

two phases, in villages Devra, Harduaken, Puraina, Sotipura & Madaiyan, Taluka :

Amanganj , Dist. Panna, Madhya Pradesh. A Captive Power Plant (CPP) of 80 MW

and Waste Heat Recovery System (WHRS) of 30 MW in two phases are also

envisaged. During first phase, clinkerization plant of 2.64 MTPA, cement plant of 3

MTPA, CPP of 40 MW and WHR plant of 15 MW is proposed to be commissioned

within 03 years of time span.

The Organization under the banner of J. K. Cement Limited, the promoters for the

present project commenced its cement operations in May 1974 at their first plant at

Nimbahera in the state of Rajasthan, with a single kiln of production capacity of 0.3

MTPA. Second kiln was added in 1979 with production capacity of 0.42 MTPA and a

third kiln in 1982 with a production capacity of 0.42 MTPA.

In 1986 the company upgraded Nimbahera line No.3 by installing separate line

calciner (SLC) with complete backward and forward integration of equipment from

crusher to packing plant and increased the clinkerisation capacity of the plant from

0.42 MTPA to 1 MTPA. Subsequently from 1988 - 2000 the clinkerisation capacity of

all the 3 units were upgraded by carrying out various modifications in the system

and production has since been increased to 0.4 MTPA clinker for Kiln -1, 0.6 MTPA

clinker for Kiln 2 & 1.6 MTPA clinker for Kiln 3. The present total clinkerisation

capacity of the three lines at Nimbahera is 2.6 MTPA cement. Second grey cement

plant was started at Mangrol in 2001, with a production capacity of 0.75 MTPA

clinker. White cement plant of capacity 0.05 MTPA clinker has started commercial

production in 1984 and upgraded to 0.4 MTPA clinker, at Gotan, Rajasthan, India.

2.2 Brief Description of Nature of The Project

The proposed cement plant will be operated on dry basis, which offers more

advantages, particularly in fuel & water conservation. The proposed plant comprises

of limestone crusher, raw mill, pre-heater & pre-calciner, rotary kiln, cooler, coal mill

and cement mills & packers in Cement Plant. The cement will be Ordinary Portland

Cement (OPC) and Pozzolona Portland Cement (PPC).



Particulate Details

Capacity Integrated Cement Plant of capacity 5.28 MTPA of

clinker and 6 MTPA of cement, A Captive Power Plant

(CPP) of 80 MW and Waste Heat Recovery System

(WHRS) of 30 W

Cost of Project Rs. 5586.95 Crore for both phases

Phase I Rs. 277434 Lacs & Phase II 281261 Lacs

Type of Fuel 30% Indian Coal and 70% Pet coke ( 1:1 ratio) for

cement plant and 100% Indian coal for Power

Plant

Source of Fuel Coal from SECL and pet coke from Bharat Oman Ltd,

Bina and RIL, Jamnagar Gujarat

Water Requirement 3012 KLD for integrated plant and colony

Source of Raw water Surface water from Ken River, and Ground water and

at a later stage the rain water accumulated in working

pit in the mining area.

Major Equipments Kiln, Coal Mill, raw mill, Cooler, cement mills , Boilers

( CPP and WHR Plants) and Turbo Generator

Type of Boiler Circulating Fluidized Bed Combustion

Pollution control equipment ESP and bag Filters

Level of particulate Matter after

APC < 50 mg/ NM

3

Cost of Pollution Control

Equipments

Approximately Rs. 99.78 Crore for each phase ( total

= Approximately Rs. 199.56 crores )

Total Employment generation Total 820 nos. of employees are proposed to be in

employment in implementation and operation phases.

In Implementation phases 90 nos. and in operation

phases 730 nos. will be taken.

Ash Generation 240 TPD in each phase

Fly Ash Silo Capacity 2 X 5000 T In first Phase and 2X5000 T in second phase

2.3 Need for the Project

The cement industry in India functioned on the price and distribution control system

since year 1956. This system ensured fair price model for consumers as well as

manufacturers. Later in 1977, government allowed new manufacturing units (as well

as existing units going for capacity enhancement) to put a higher price tag for their

products. A couple of years later; government introduced a three-tier pricing system

with different pricing on cement produced in high, medium and low cost plants.

With the economic reforms initiated by government in 1990, Government

interference, especially in the pricing, and controlling the industry is minimal, which

is evident from the continuous growth the cement industry has achieved. In-spite of

being the second largest cement producer in the world, India falls in the list of lowest



per capita consumption of cement with 136 kg., this leaves a large opportunity for

growth. The policy and regulatory frame work is still applicable to the cement

industry with ministry of mines regulates the mining sector and state owns the

mineral sector whereby royalty is paid on the minerals used. Up to 100% FDI is

allowed in mining sector, the route that facilitates entry in cement production of any

magnitude.

Government of India has proposed new legislation and amended existing mines and

minerals statutory regime. This is expected to open up country‟s regulatory

environment by making it simple and transparent. The important factors for setting

up an industry are availability of raw materials and market of the finished products.

Raw materials are available in villages Kakra – Kamtana etc, Tehsil Amanganj, district

Panna, M.P. It is located adjacent to the proposed cement plant.

Moreover, in the Centre region the demand and supply gap is very large as most of the

demand of cement is met from supply from other parts of the country; the market is

abundant in Centre Western region.

Most cost effective choice for Cement manufacture includes to produce 90% PPC and

10 % OPC grade cement.

1. The technology adopted is with the State of Art technology using 6 stage double

string Preheater with precalciner, third generation cooler, low NOX burner, high

efficiency fans with high efficient bag filters, a reverse bag house (RABH) will be used

in place of gas conditioning tower to conserve water and avoid trippings due to CO.

2. Company has chosen the site of village Devra, Madaiyan, Hardua Ken, Puraina,

Sotipura located adjacent to the mining lease area of the proponent, ensuring the

availability of its to major raw materials in the close proximity, availability of

utility resources and infrastructure facilities, as per the guide lines of MoEF.

3. The company proposes to undertake comprehensive EMP, which will not only meet the

compliance requirement but also increase the productivity.

Demand in Target Market

The geographical markets JCCL's plants can cater, include the followings:

1. Uttar Pradesh (UP)

West UP comprising Gautam Buddha Nagar, Ghaziabad, Aligarh, Hathras, Baghpat,

Bijnor, Bulandshahr, Jyotiba Phule Nagar, Agra, Mathura, Moradabad, Meerut,

Muzaffarnagar, Saharanpur.

Central UP comprising Auraiya, Bahraich, Banda, Barabanki, Chitrakoot, Etawah,

Farrukhabad, Fatehpur, Hamirpur, Hardoi, Jalaun, Jhansi, Kannauj, Kanpur,

Lakhimpur, Lalitpur, Lucknow, Mahoba, Mainpuri, Rae Bareli,

Shajahanpur, Sitapur, Unnao

North-East UP comprising Shravasti, Ambedkar Nagar, Balrampur, Basti, Deoria,

Kushinagar, Faizabad, Gonda, Gorakhpur, Maharajganj, Sant Kabir Nagar,

Siddharthnagar



South-East UP which includes Allahabad, Azamgarh, Jaunpur, Kaushambi,

Mirzapur, Pratapgarh, Sant Ravidas Nagar, Sonbhadra, Sultanpur, Varanasi,

Chandauli, Ghazipur, Mau, Ballia

2. Madhya Pradesh (MP)

East MP comprising Tikamgarh, Chhatarpur, Panna, Satna, Rewa, Sidhi, Umaria,

Shahdol, Dindori

Central MP comprising Sagar, Vidisha, Damoh, Raisen, Narsimhapur, Jabalpur,

Mandla, Katni, Chhindwara, Seoni, Balaghat

North MP comprising Guna, Shivpuri, Datia, Sheopur, Gwalior, Morena, Bhind

West MP comprising Neemuch, Mandsaur, Ratlam, Ujjain, Rajgarh, Shajapur,

Bhopal, Sehore, Dhar, Indore, Dewas, Badwani, West Nimar, East Nimar, Jhabua,

Hoshangabad, Betul

3. Bihar

East Bihar comprising Araria, Banka, Bhagalpur, Jamui, Katihar, Khagaria,

Kishanganj, Lakhisarai, Madhepura, Munger, Purnia, Saharsa, Supaul

North Bihar comprising Begusarai, Darbhanga, Madhubani, Muzaffarpur,

Samastipur, Sitamarhi

South Bihar comprising Aurangabad, Bhojpur, Buxar, Gaya, Kaimur

(Bhabua), Nawada, Rohtas, Sheikhpura

West Bihar comprising Gopalganj, Jehanabad, Nalanda, Pashchim

Champaran, Patna, Purba Champaran, Saran, Sheohar, Siwan, Vaishali

The details of demand are presented in the table below:

Market Consumption ( mio t) Share of target market

Central UP 8.3 17%

North East Up 3.2 7%

South East UP 4.7 10%

West UP 11.4 23% Uttar Pradesh 27.5 57

Central MP 2.72 5%

East MP 3 5%

West MP 5.3 11%

North MP 1.7 4% MP 12.1 25%

East Bihar 2 4%

North Bihar 1.7 3%

South Bihar 1.7 3%

West Bihar 3.6 7%% Bihar 8.9 18%

UP is the biggest cement market in this target region with an estimated annual

consumption of around 28 MTPA, which is around 57 % of the consumption in the

target region.



2.4 Demand Supply Gap

Domestic demand plays a major role in the fast growth of cement industry in

India. In fact the domestic demand of cement has surpassed the economic growth

rate of India. The cement consumption has increased more than 22% in 2009-10

from 2007-08. In cement consumption, the state of Maharashtra leads with 12.18%

consumption, followed by Uttar Pradesh. In terms of cement production, Andhra

Pradesh leads the list with 14.72% of production, while Rajasthan remains at

second position. The Indian cement industry that withstood the global financial

meltdown and recorded a 7.9 % growth during the year 2008-09, a drop of just 0.2

% from the previous year‟s growth of 8.1%, when the economical growth

plunged to 6.7% against a sustained growth of 9% during the previous 3 years.

The production of cement in India grew at a rate of 12.68% during 2009-10

against the total production of 140.36 MT in the previous fiscal year, riding on the

back of development of infrastructure projects and other construction activities

supported by the stimulus packages provided by the Government. (source: CMA

annual report 2009-10).

It will be relevant to know that Indian Cement Industry has exported cement 1.6

million tons as against 3.20 million tons and clinker 3.14 million tons as against

2.90 million tons during previous year 2008-09. This clearly indicates that cement

demand is growing.

Market Prices

Cement retail prices of PPC in the target market are depicted and is given

below.

The cement consumption in the target market for FY 15 has been estimated as

21.04 MTPA. This demand has been estimated on the basis of Cement

Manufacturers Association (CMA) data and the data from our market visit, as

CMA data does not report dispatches from ACC and Ambuja plants. Supplies

from mini cement plants have not been considered Prices in state are higher due

to the presence of major consumption centers and relatively low supply intensity

in this region.

Future Outlook

Cement Demand

The future growth rates for different markets in the target region are given in Table

Market Future Growth Rate

Uttar Pradesh 9%

Madhya Pradesh 8%

Bihar 9%

Chhattisgarh 6%

Jharkhand 7%

Table: Future growth rates of different markets



Based on the above given region wise future CAGR, Table shows the trend of future

cement demand in different markets of the target region.

Market FY15 FY16 FY17 FY18 FY19 FY20 FY21 FY22

Central UP 9.28 9.70 10.67 11.84 13.18 14.66 16.30 18.26

North East UP 4.10 4.29 4.59 4.96 5.45 6.05 6.72 7.59 South East UP 5.08 5.30 5.73 6.25 6.99 7.76 8.61 9.47 West UP 12.14 12.68 14.02 15.28 16.35 17.50 18.72 19.80 Uttar Pradesh 30.60 31.98 35.01 38.34 41.98 45.97 50.35 55.12

Central MP 3.05 3.17 3.39 3.63 3.89 4.16 4.45 4.86

East MP 2.30 2.39 2.54 2.69 2.85 3.02 3.20 3.52 West MP 6.39 6.64 7.37 8.18 9.08 10.08 11.19 12.20 North MP 2.06 2.15 2.33 2.54 2.77 3.00 3.24 3.49 Madhya Pradesh 13.80 14.35 15.64 17.05 18.59 20.26 22.08 24.07 East Bihar 2.58 2.71 2.92 3.16 3.41 3.68 3.98 4.28 North Bihar 2.29 2.40 2.60 2.80 3.03 3.27 3.53 3.80 South Bihar 2.30 2.41 2.66 2.92 3.21 3.52 3.87 4.27

West Bihar 4.23 4.44 4.93 5.48 6.08 6.74 7.46 8.28

Bihar 11.40 11.97 13.11 14.35 15.72 17.21 18.84 20.63

North

Chhattisgarh

1.52 1.57 1.66 1.76 1.87 1.98 2.10 2.23

Central

Chhattisgarh

4.33 4.46 4.80 5.15 5.54 5.96 6.40 6.88

South

Chhattisgarh

0.62 0.64 0.68 0.72 0.76 0.80 0.85 0.90

Chhattisgarh 6.48 6.67 7.14 7.64 8.17 8.74 9.36 10.02

North Jharkhand 1.86 1.93 2.06 2.20 2.35 2.52 2.71 2.91

South Jharkhand 2.64 2.75 2.99 3.26 3.55 3.85 4.17 4.52

Jharkhand 4.50 4.68 5.05 5.46 5.90 6.37 6.88 7.43

Total 66.78 69.65 75.94 82.83 90.36 98.55 107.51 117.27

Table: Cement Demand Forecast

From an estimated level of around 67 mio t in FY 15, cement demand in the target

region is likely to reach around 117 MTPA in FY 22 growing at a CAGR (Cumulative

Average Growth Rate) of around 8% pa.

Demand

The cement consumption of India based on the market information and Holtec

estimates, for FY 15 is estimated to be 276 MTPA. Its progression over the past is

given in the table that follows. The compound annual growth rate (CAGR) during

this period is around 8% pa. The consumption given in the table below is

inclusive of the consumption of cement produced by mini cement plants.

Figures in MTPA

Year

Domestic Dispatches by large plants

Dispatches by mini cement plants

Total Domestic Cement Consumption

Growth year on year (%)

FY 04 117.4 6.1 123.5 -

FY 05 125.4 6.1 131.5 6%

FY 06 139.5 6.1 145.6 11%

FY 07 154.0 6.0 160.0 10%



FY 08 169.2 6.0 175.2 9%

FY 09 183.3 6.0 189.3 8%

FY 10 203.6 6.0 209.6 11%

FY 11 215.8 6.0 221.8 6%

FY 12 235.1 6.0 241.1 9%

FY 13 248.1 6.0 254.1 5%

FY 14 255.8 6.0 261.8 3%

FY 15 270.1 6.0 276.1 5%

Table: Past National Cement Consumption in the last 10 years

Source: CMA data and Holtec Analysis

FY=Financial Year

Demand Supply Gap

Effective capacity is estimated after making the following adjustments:

Plants are estimated to work at an average capacity utilisation 90%. This is

based on the past perfomance of plants

It is assumed that in the year of commissioning, a plant is capable of

supplying only 50% of its installed capacity and it starts supplying 100% from

next year onward.

Estimated future capacities are given in the table below:

Year Effective Capacity in MTPA

FY 16 390.0

FY 17 417.7

FY 18 434.5

FY 19 446.8

FY 20 453.9

FY 21 457.3

FY 22 457.3

Table : Estimated Future Effective Capacity at National Level

Based on projected demand and supply figures worked out in previous

sections, the demand supply gap is shown in below:

Year/Item FY 16 FY 17 FY 18 FY 19 FY 20 FY 21

Total Effective Capacity 390 418 435 447 454 457

Less Est. Exports (Cement equivalent)

3 3 3 3 3 3

Domestic Supply 387 415 432 444 451 454

Domestic Demand 284 308 333 361 390 423 Surplus/ (Deficit) 103 107 98 83 61 32

Table : Future Demand Supply Gap



A cement surplus situation is envisaged in the coming years and this is likely to

result in some plants working at lower capacity utilization.

2.5 Imports Vs Indigenous Production

The proposed cement project is only for indigenous production

2.6 Export Possibility

Not envisaged

2.7 Cement Demand in Domestic Area

The demand supply gap is given in the table below:

Achievable Volumes and Market Shares

The plant is envisaged to be commissioned in two phases with clinker capacity of

2.64 MTPA each in April 2018 and July 2021 respectively. Based on proposed

product mix 30% OPC and 70% PPC and balance 15% clinker sale at Panna, the

cement capacity works out to be 6 MTPA (to be commissioned in two phases of ~3

MTPA each). Based on the CA analysis, the estimated achievable volumes and

market shares of JKCCL in 1st Phase is given in the following table:

Market Market size FY19 (in mio t)

Achievable Sales Volumes (in mio t)

Market Share

Uttar Pradesh 41.98 1.53 4%

Madhya Pradesh 18.59 0.63 3%

Bihar 15.72 0.46 3%

Jharkhand 5.90 0.03 0.4%

Total 82.19 2.65 3%

Table : Achievable Volumes for JKCCL (FY 19): 1st Phase

JKCCL is estimated to have achievable sales volumes of 2.65 MTPA in FY19, which is

the first year of operation of the plant in 1st Phase. Based on the CA analysis, the

estimated achievable volumes and market shares of JCL in FY22 i.e. after

commissioning of 2nd Phase is given in the following table:

Year

Achievable Volumes (in

MTPA)

Capacity (in MTPA)

Capacity Utilization

FY 19 2.65 3.00 88%

FY 20 2.90 3.00 97%

FY 21 3.00 3.00 100%

FY 22 5.23 6.00 87%

FY 23 5.60 6.00 93%

FY 24 onwards 6.00 6.00 100%

Table : Year wise achievable volume (1st Phase & 2nd Phase)



JKCCL is estimated to sell 100% of its capacity from third year of its operations under

both phases.

Net Realization

The average realization is given in the following table:

Figures in Rs. per bag

Particular 1st Phase 2nd Phase

Retail Price 323 329

Freight 67 73

VAT 41 42

Excise 34 15

Margin 15 15

Average Net Realization ( Rs

per bag) 165 165

Average Net Realization ( Rs

per t ) 3,307 3,294

Table : Ex factory Realization for PPC

OPC is proposed to be priced Rs 5 per bag higher than PPC.

Product Mix

JKCCL proposes to produce have a product mix of 30% OPC and 70% PPC.

Overall Conclusion

The markets of interest for JKCCL are essentially Uttar Pradesh, Madhya Pradesh,

Bihar and Jharkhand. It is estimated that JKCCL would be able to sell its entire

production in both phases (~3 MTPA each in both phases respectively) from third

year of operation.

The average net realization is estimated to be Rs. 3,307 per t for PPC in 1st Phase and

Rs. 3,294 per t after commissioning of 2nd Phase. OPC is proposed to be priced Rs. 5

per bag higher than PPC.

2.8 Employment generation (Direct & Indirect)

A summary of the manpower requirement for the proposed cement plant is as

given below.

Phase Manpower General shift Shifts Total

Implementation Phase 90 - 90 Operation phase 500 230 730

Total no. of persons will be Approx 90 persons in implementation phase from JCL

& remaining person may be taken from contractor viz fabrication, erection &

commissioning etc.

In operation phase the total no. of persons will be Approx 730 persons, JKCCL &

remaining person may be taken from contractor works viz Maintenance, Packing

etc.



3.0 PROJECT DESCRIPTION

3.1 Type of Project

This proposed project will be an interdependent project. Location of Cement plant is

decided by the limestone availability and support in terms of infrastructure factors

like road, rail, water and power.

3.2 Location

The plant location falls under industrially backward area. The proposed area is

covered in parts of Survey of India Toposheet no. 54 P/15 within latitude 24°19' 10.76"

N and Longitude 79°58' 51.05" E

Co-ordinates of Proposed Site

Co-ordinate 1. 24°19'55.86"N - 79°57'32.81"E

2. 24°19'49.35"N- 79°57'50.07"E

3. 24°19'46.56"N - 79°58'28.88"E

4. 24°19'56.25"N - 79°58'29.58"E

5. 24°19'56.39"N - 79°58'50.87"E

6. 24°19'33.64"N - 79°58'51.05"E

7. 24°19'10.76"N - 79°58'33.49"E

8. 24°19'13.79"N - 79°58'1.54"E

9. 24°19'26.63"N - 79°57'36.60"E

Location map of the project are depicted in Figure-1

Figure-1 Location of Map of Proposed Site



Figure-2 Google View of Proposed Plant & Mine

Fig-3 Topographical Map of The Proposed Site


22 M/s JAYKAYCEM (Central) Limited

Fig 4 Layout Of The Plant


23 JAYKAYCEM ( Central) Ltd..

3.3 Details of alternate site:

The proposed integrated cement plant is pit head type and proposed to be located to the

adjacent of the lime stone lease ( 1594.34 ha) of JKCCL at villages Kakra- Kamtana ,

hence alternate site has not been identified. Pl refer Fig 2 whereas location of Plant and

Lime stone lease has been shown.

3.4 Size of Magnitude of Operation

In view of the improved and better market prospects in future for Cement, JKCCL is

planning to set Green Field Cement Plant with the name of JayKayCem ( Cemtral )

Limited at Village- Harua Ken, Puraina, Sotipura, Madaiyan & Dewra Tehsil

Amanganj Dist. Panna (MP).

Cement is an important construction ingredient around the world, and as a result,

cement production is a significant source of global carbon dioxide (CO2) emissions,

making up approximately 2.4 percent of global CO2 emissions from industrial and

energy sources.

Cement is produced in large, capital-intensive production plants generally located

near limestone quarries. These sources are the principal raw materials used in the

cement production process. Because the production plants are expensive, the number

of plants in a country is generally limited (less than 100). Carbon dioxide is emitted as

a by-product of clinker production, an intermediate product in cement

manufacture, in which calcium carbonate (CaCO3) is calcinated and converted to

lime (CaO), the primary component of cement. CO2 is also emitted during cement

production by fossil fuel combustion. However, the CO2 from fossil fuels is

specifically accounted for in emission estimates for fossil fuels.

Plant Design Norms

The conventional industrial norms for plant sizing shall be applicable in all areas.

The rich expertise available in JKCCL for higher productivity, lower energy

consumption, environmental sustainability and conservation of raw materials shall

also be utilized.

Days for Storages

The norms for storage capacity as derived, based on industry experience for similar

plants are described below.

S. No Department Storage capacity Days

Phase-I Phae-II

1 Limestone Pre-blending covered Stockpile

2X65000 T 2X65000 T 5 days


24 JAYKAYCEM ( Central) Ltd.

2 Iron Ore 2500 T 2500 T 15 days

3 Bauxite 4500T 4500 T 15 days

4 Raw meal Silo 1X27000 T 1X27000 T 1.5 days

5 Clinker Silo 1X60000 T 1X60000 T 7 days

6 Coal stock pile 1X5000 T 1X5000 T 15 days

7 Pet Coke Stock Pile 1X5000 T 1X5000 T 15 days

8 Cement storage 3X12000 T 3X12000 T 4 days

9 Fly ash storage 2X5000 T 2X5000 T 5 days

10 Gypsum storage 1X5000 T 1X5000 T 15 days

11 L/s Additives 1X750 T 1X750 T 15 days

Sizing Norms for Main Machinery

S. No Department Operating Design Safety

Factor Hrs/ Day Days/Year Hrs/Year Ar 1 Corrective & Additive

Crusher 10 330 3300 1.15

2 Coal Crusher 10 330 3300 1.15

3 Raw Mill (VRM/RP/BM) 21 330 6930 1.15

4 Kiln 24 330 7920 1.0

3 Coal mill 21 330 6930 1.15

4 Cement Mill 21 330 6930 1.15

5 Packing Plant 15 360 5400 1.25

Size of Major Equipments

Equipment No. Capacity

Limestone Stockpile (Circular/Linear) 1 in each phase 2000 tph

Lime Stone pre blending Stock pile 2 in each phase 2X 65000 t

Bauxite , Iron Ore, gypsum crusher 1 in each phase Common crusher of 100 tph

Coal Crusher 1 in each phase 175 tph

Vertical roller Coal Mill 1 in each phase 75 tph

Raw Mill (Closed Circuit Roller Press) 2 in each phase 2X350 tph

Raw Meal Blending & Kiln Feed 1 in each phase 1X27000 t

Kiln, Pre-heater Six stage, Pre calciner , clinker cooler

1 in each phase



Cement Grinding System 1 in each phase 2X250 tph

Packers 1 in each phase 3X240 tph

3.5 Process Description

General

Carbon dioxide is released during the production of clinker, a component of cement, in

which calcium carbonate (CaCO3) is heated in a rotary kiln to induce a series of complex

chemical reactions (IPCC Guidelines). Specifically, CO2 is released as a by-product

during calcination, which occurs in the upper, cooler end of the kiln, or a precalciner, at

temperatures of 600- 900°C, and results in the conversion of carbonates to oxides. The

simplified stoichiometric relationship is as follows:

CaCO3 + heat CaO + CO2

At higher temperatures in the lower end of the kiln, the lime (CaO) reacts with silica,

aluminum and iron containing materials to produce minerals in the clinker, an

intermediate product of cement manufacture. The clinker is then removed from the

kiln to cool, ground to a fine powder, and mixed with a small fraction (about five

percent) of gypsum to create the most common form of cement known as Portland

cement.

Limestone will be mined from the captive quarry by blasting. It will be transported to

the Limestone crusher, which will be either near to the mining lease or near to plant site

(adjacent). At crusher limestone which is in the form of boulders are crushed to -40mm.

Limestone Storage

A slewing stacker (Circular/ Linear) piles will store the crushed limestone. The stacking

will be carried out in a Chevron configuration creating hundreds of thin layers of material

to form the pile. A bridge reclaimer, cutting simultaneously across all the layers, will carry

out reclaiming of the stored material. This cross cutting makes the reclaimed limestone much

more homogenous compared to the incoming material whose quality depends

considerably on the quarry.

Raw Mill Feeding

The reclaimed limestone will be transported to a buffer bin from which is extracted,

weighed and fed to a rubber belt conveyor for onward transport to the raw mills.

Simultaneously, additives like Bauxite and iron ore are weighed out in proportion to the

limestone and fed to the same belt conveyor.

Raw Mill Grinding



The raw material will be dried and pulverized in two vertical roller mills/Roller Press

fitted with high efficiency dynamic separators. Apart from energy conservation and the

ability to handle large amounts of moisture in the raw materials, the vertical roller

mill/Roller Press also scores over the ball mill in terms of lower space requirements,

lower noise levels and faster response to change due to a lower material retention time in

the mill.

For drying of raw material, hot exhaust gases from the kiln will be used, thus improving the

fuel economy of the plant. After utilization in the raw mill, the gases will be de-dusted

in a bag house before being released to the atmosphere. The bag house has been chosen

instead of an electrostatic precipitator, as the bag house is more dependable, especially

during the period when the kiln operation is not steady.

The ground raw meal is transported to the homogenizing and storage silo by Air Slides

and Elevators. Compared to the earlier system of pneumatic transport, the mechanical

transport is highly energy-efficient and has therefore been selected.

Homogenizing and Storage Blending Silo

The raw meal will be stored in a single large silo. The raw meal is extracted from the

bottom through several outlets simultaneously in a predetermined pattern. The extracted

raw meal will then be vigorously mixed in a bin behaving as a batch-mix reactor. The

computer controlled extraction sequence combines with the batch-mix reactor to give a

homogenizing factor as high as 1:10 for the complete system.

The high degree of homogeneity in the raw meal lies well within the present philosophy of

kiln control, which depends upon a steady kiln feed to achieve a high sustainable kiln

output. The extracted raw meal is weighed and transported to the cyclone pre-heater by

belt bucket elevators. Once again the mechanical means of transport has been selected to

save energy costs.

Cyclone pre-heater

The cyclone pre-heater is cross current heat exchanger to prevent the raw meal using the

hot kiln exhaust gases. In this case, it consists of two strings, each string having six

stages of cyclones. The two string pre-heater enables us to reduce the size of the cyclones

while keeping the pressure drops across the pre-heater as low as possible. Thus the

operation pressures for the induced draft fans are kept low during normal operation,

leading to energy saving. Additionally, this aids in forcing the kiln later to a higher

output, albeit at a higher pressure drop across the pre-heater.

The total kiln feed is divided in two ways and fed individually to the first stage of each

string. From here, the raw meal moves down through each stage, getting progressively

heated by exhaust gases. In the second string pre calciner is installed after the fifth stage

and the sixth stage of kiln string is fed to the two calciners. Here the raw meals undergo



calcinations, a process in which carbon dioxide is liberated from the calcium carbonate. The

raw meal is finally extracted from the gas streams in the two six stage cyclones of the

calciner strings.

Kiln

The calcined raw meal will be now fed to the kiln. As it travels down the inclined

and continuously rotating kiln, its temperature rises until it reaches about 1400 degrees

Celsius in the burning zone. To achieve this rise, Pulverized coal is fired through the outlet

end of the kiln with a special multi fuel firing burner. At this temperature, the raw meal

melts, providing a fluid liquid phase for the clinkering kiln, is a small portion where the

molten clinker cools down marginally and forms nodules.

Cooler

The hot clinker drops in to the grate cooler where clinker will be carried on wide grate

sections. From underneath the grates, ambient air is pushed up through holes in the grate,

through the clinker bed. The heat from the clinker is passed through the air, most of

which is then utilized as secondary air for combustion of coal inside the kiln. The excess air

will be de-dusted in an electrostatic precipitator.

The grate cooler has been designed with new grate plates, which require substantially lower

volumes of air for same cooling effect. Thus the secondary air entering the kiln is at higher

temperature than before, giving rise to heat economy in the clinkering process. The amount

of excess air for de-dusting is also reduced correspondingly.

Coal Grinding

Coal of all types will be ground in a vertical roller mill, chosen for its efficient energy

utilization and high drying capacity. The mill is also fitted with a high efficiency dynamic

separator. The pulverized coal is collected in a bag filter which is selected instead of

an electrostatic precipitator, for its reliability as well as safety.

The fine coal will be stored in two bins from which it is extracted, weighed and pumped

into the kiln and the two calciners, ILC and SLC.

Clinker Storage

The cooled clinker will be transported to a silo for storage by a Deep Pan Conveyor. For

clinker storage, silo & a closed yard are proposed for storage of clinker.

Clinker will be extracted from the bottom of silo through six extractors and transported to

the cement mill hoppers by a Deep Pan Conveyors/ Rubber Belt Conveyor.

Cement Grinding

Grinding of finish cement will be carried out in a roller press and ball mill

combination/VRM in closed circuit operation. The choice of a VRM or roller press and ball

mill combination has been arrived based on energy consumption of this system versus the



traditional ball mill system. The roller press offers considerable saving in the grinding

energy required to pulverize cement.

Clinker from the silo or storage yard will be temporarily stored in hoppers, from where

both will be extracted in the required proportion, mixed and fed to the roller press. The

pressed material is then fed to a grit separator. The coarse output is returned to the roller

press for further processing forming a closed circuit. The fine output is fed to the high

efficiency separator. The coarse output from this separator is fed to the ball mill for finish

grinding. The output from the mill is transported back to the high efficiency separator

thus forming the second closed circuit. The fine output from the high efficiency separator

is transported to cement silos by bucket elevators.

In JBCCL cement PPC will be prepared through modern technology of fly ash collection,

transportation and storage i.e. transportation in closed bulkers and unloading

pneumatically. Slag also fed to mill through belt conveyors for PSC Cement requirement

Cement Storage and Packing

Cement will be stored in silos. It is extracted from the bottom of the silos by Air Slides /

Screw conveyors and packed into 50 KG bags by electronic packers. The electronic packer

offers a higher degree of accuracy and reliability than the mechanical packers. The

packed cement will be loaded on rail as well as truck by bag loading machine.

Waste Heat Recovery Power Plant

30 MW Waste Heat Recovery Power Plant ( 15 MW in each phase ) will be installed by

utilizing the Waste Hot Gases from the Preheater and Cooler. This power will be use for

captive consumption.

Captive Power Plant

80 MW CPP (40 MW in each phase ) has been found to be the most suitable

configuration and hence same has been adopted. To reduce water consumption use of air

cooled condensers have been proposed for condenser cooling.

Power will be generated at 11/6.6 KV. It will be transmitted Main Receiving Station for

usage. Imported Coal will be used. Same will be sourced from nearby port. Two

boilers each of capacity 180 TPH at 100 Kg/cm2 pressure and 540 deg C temperatures will

be provided. Boiler shall be suitable for firing Indian coal.

Power Plant Process Details

Thermodynamic Cycle

It is proposed to have steam cycle with regenerative feed heating system. Main steam from

the boiler, after expansion through Turbine, would be exhausted into main condenser

where exhaust steam would be cooled by circulation of required quantity of cooling air

and the condenser vacuum would be maintained by main air ejectors. For quick air

evacuation at start up of the unit, the cycle would be provided with one hogging air ejector.



The turbine would be provided with the facility of being bypassed through the bypass

valve.

The feed heating system would consist of low-pressure (LP) heaters, deaerator and

high pressure (HP) heaters. In addition, a drain cooler, a gland steam condenser will be

provided. The condensate from the condenser hot well would be pumped by

condensate extraction pumps to deaerator through ejector, gland steam condenser, drain

cooler and LP heaters. The feed water after being de-aerated in the deaerator would be

pumped by boiler feed pumps to the boiler through a set of H.P. heaters. Feed water

would be heated up in the heaters progressively by steam bled from extraction points of

the Turbine. Condensate drain from HP heaters would be cascaded down to the

deaerator and drain from LP heaters would be cascaded down to the condenser

through the drain cooler.

The auxiliary steam would be tapped from Main steam line (MS) through adequately

sized pressure reducing and de-superheating stations for supplying steam for Turbine

gland sealing and hogging air ejector.

Plant Layout

As Attached in Fig-4

Pollution Control Measures

The planning of a new cement plant, demands an increased attention to the

environmental implications covering the dust emission, noise level, water & air

contamination as well as the reclamation of exploited raw material deposits.

The stringent environmental regulations of Indian cement industry shall be followed.

The equipment for the new project shall be designed in accordance with the

environmental protection standards. Keeping the future requirements in view, all

pollution control equipment is proposed to be designed for less than 50mg/Nm3 dust on

dry basis. A common high temperature resistant reverse air bag house is envisaged for

raw mill and kiln gases. All covered sheds/Silos shall be provided for Raw materials and

Finished Products.

Pollution Control Equipment Section Stack height

in mtr Stack dia in mtr

Gas temp in degree

Control equipment

TPM (mg/Nm3

Raw Mill/Killn 150 5 100-120 Bag filter 50

Clinker Cooler 40 6.5/5.0 90-100 ESP 50

Coal Mill 30 2 50-60 Bag filter 50

Cement Mill Ventilator

30 1 60-70 Bag filter 50



Cement Mill Separator

30 1 60-70 Bag filter 50

Packing Plant 40 1 50-60 Bag filter 50

CPP 110 8.0/6.0 100-120 ESP 50

3.6 Raw materials Sources & Transportation

The additives for correction of raw material such as Bauxite and Iron ore are available in the nearby area and is planned to be outsourced.

Material Sources Transportation Requirement

Limestone From adjacent captive Limestone Mines By covered Conveyor belt

12064 TPD

Bauxite Maihar Dist Satna 100 km By Truck / Rail 300 TPD

Iron ore Sihora And Katni District 130 km By Truck / Rail 150 TPD

Gypsum Bikaner Rajasthan 1000 km By Truck / Rail 330 TPD

Flyash Own generation from CPP and Purchase from Thermal Power plant of

Birsingpur & Anuppur

200-300 km by Closed Tankers

1840 TPD

Coal/

Pet Coke

From Coal Linkage – SECL Sohagpur

Pet Coke from Bina Refinery and RIl Jamnagar

375 km By Truck/Rail

250/1200

300 TPD coal

fro clinker

650 TPD coal

for CPP

660 TPD pet

coke

Coal Properties

Details of the fuel (Coal & Pet Coke ) to be used and its average properties are given

below.

S. No. Item Indian Coal Pet Coke

Proximate Analysis

2 Inherent Moisture, % 1.88 0.32

3 Ash Content, % 36.80 1.985

4 Volatile Matter, % 29.27 9.30

5 Fixed Carbon, % 35.94 80.65

6 Sulpher % 0.5 6.95

7 Gross Calorific Value, Kcal/kg 4350 7938

JKCCL has targeted to restrict the generation of flyash up to a maximum of 35% of coal

consumption. The total generated Flyash shall be used for manufacturing of PPC and bed

ash for laying haul roads at Mines.



Raw Mixing for Clinker Manufacturing

The proposed raw mixing in clinker manufacturing, based on the test results of

the bulk samples, considered is –

Material Ratio Material required for 1 ton of

Clinker Cement Grade Lime Stone 77% 1.2050 ton

Blend able Grade Lime

Stone

10% 0.1565 ton

Bottom Shale 9.70% 0.1520 ton

Iron Ore 1.10% 0.0175 ton Bauxite 2.20% 0.0345 ton

Clinkerisation factor: 1.56 MT of raw material for 1 MT clinker Production. Raw Mixing

for Finished Product (Cement)

The details of the proposed product mix and the expected quantity of different type of

cements to be produced based upon the total clinker produced in the proposed Cement

Grinding Mills are as given below.

Proposed Product Mix

S. No Item Unit

Cement

OPC PPC

1 Clinker % 92 67

2 Gypsum % 3 3

3 Fly ash % - 30

4 Lime Stone % 5 -

Finish Product

Product mix considered for project is:

OPC (Ordinary Portland cement)/ PPC (Pozzolona Portland cement): 10:90

Total Clinker Production : 5.28 MTPA

Total Cement (OPC/PPC) Manufacturing for Sale : 6 MTPA

Balance clinker for Sale : 0.4 MTPA

Mode of transport all finish products are by road.



3.7 Resource Recycling

No solid waste will be generated from cement plants. Entire quantity of fly ash generated

from CPP will utilized Portland Pozzolana Cement production in the cement plants.

The fugitive dust emissions occurring during material handling and material transfer points

will be controlled by installing bag filters and water sprinkling. Closed conveyor belts are used

for material transport within the plant premises.

3.8 Water Requirement & Supply

In conventional cement plant, water is used to meet the following basic consumptive

requirements:

1. Cooling water requirement.

2. Process requirements.

3. To meet miscellaneous requirements such as Fire fighting, General services like floor washing

and other services, Dust extraction and dust suppression in the RM yard, Potable use (for Power

Station and township), Horticulture and afforestation.

The water requirement for first phase of Cement Plant, CPP, will be about 3012 KLD for

phase-I and around 5700 KLD of water for both the phases including residential colony.

However, corrective measures shall be taken to minimize the water consumption by

carefully selecting the process equipment. Rain water harvesting measures shall also be

taken up.

Water Balance for Cement Plant ( for Phase-I)

Heads Water Consumption in KL Waste Water Generation

Raw Mill 250 KLD _

Kiln 300 KLD _

Cement Mill 250 KLD _

Compressor 150 KLD _

Cooler 300 KLD _

Lab 20 KLD 10 KLD

Factory, plantations, sanitations

and spray on roads

200 KLD 50 KLD

Crusher 130 KLD

Total 1600 60

Water Balance for CPP (for Phase-I)

Heads Water Consumption

in KL

Waste Water

Generation in KL

Remark

Boiler 180 123 Cement and other use

Cooling Tower 225 67 CPP coal yard and other use



WTP & Lab 245 122 Cement plants and other use

Total 650 312

Water Balance for WHRB (for Phase-I)

Heads Water Consumption

in KL

Waste Water

Generation in KL

Remark

Boiler 126 53 Cement plant and other use

Cooling Tower 184 65 Cement plant and other use

WTP & Lab 120 67 Cement plant and other use

Total 430 185

Grand Total for

All Above

2680 557

The waste water generated from cement plant and CPP Shall be treated in the treatment

plant 725 KLD in phase -I and similar arrangement shall be provided for phase-II . The

Water requirement from the colony is estimated as 332 KLD and out of which 282 KLD

waste water will be generated. sewage generated from the colony shall be treated at another

STP of 300 KLD.

3.9 Waste Generation and Waste Management

Broadly Cement Manufacturing process shall not generate any Solid or Liquid Wastes.

However the following Wastes are envisaged from Cement Plant operations. Complete

care of these wastes will be taken, as to their disposal etc. as given below:

Description Expected

Annual

Qty

Unit of

Measurement

Mode of Disposal

Used Oil 2 KL Disposed off to authorized recyclers

Used Grease 500 KG

Lead Acid batteries 100 Number Exchanged with OEMs

Metal Scrap 10 MT Recycled through PCB approved

Agencies Rubber Belt Scrap 100 Mtr Consumed in Kiln

Flyash 72000 MTPA Used for Manufacturing of PPC

Bottom Ash 8000 MTPA Used for Manufacturing of Bricks



Waste Water from

Cement plant &

CPP

Waste water from

Colony

597

282

KL The waste water generated from cement

plant and CPP Shall be treated in the

treatment plant 725 KLD in phase -I and

similar arrangement shall be provided for

phase-II . The sewage generated from the

colony shall be treated at STP of 300 KLD

Transformer Oil 2 KL Giving to PCB approved Agencies

STP Sludge 10 MT Used as Manure and used for Plantation

HSD Quantity

HSD shall be used in DG sets for emergency power supply in case of power failure

and oil firing at the initial light up of Kiln after long stoppage period. Adequate storage

and safety measures shall be provided.

The consumption for Kiln Light up 12000 Liter/year and the Emergency Power will be 3

Liter/hour.

Construction Material

The total concrete quantities have estimated 100000 cubic meters. The required

material with quantity for constructions of the proposed project are given below

Particulars Source Quantity

ToR Steel Authorized supplier 15000 MT

Structural Steel Authorized Supplier 10000 MT

Cement Authorized Supplier 40,000 MT

Stone Authorized supplier 60000 MT

Sand Authorized supplier 40000 MT

Bricks Authorized supplier 20,00,000 no.

4. SITE ANALYSIS

4.1 Connectivity

The proposed plant site is located at a distance of about 14 km from Amanganj and can be

approached from Amanganj by traveling on State Highway SH-49 (connecting Damoh -

Hata - Amanganj - Panna – Ajaygarh, in M.P. to Naraini in U.P. The proposed plant site

is located at about 700 m from state highway (SH-49) in the west direction. Considering

the short distance between Mines and the proposed plant site, it is envisaged that crusher



shall be located in the mine area. The northern boundary of proposed site of the plant

adjoins the southern boundary of granted Limestone mining lease.

No railway station is located in the vicinity of the proposed cement plant. In separate

arrangement to be taken up in future, after the completion of the present project, a

Cement grinding unit is being considered to be located in village Rupaund tehsil

Badwara District Katni. Rupaund railway station is located at a distance of about 115

km South East direction from the presently proposed plant site in villages Harduwa Ken

etc. Rupaund station falls under South East Central Railway and its Divisional

headquarter is located at Bilaspur. Rupaund is considered for developing the railway

siding in future.

4.2 Details of land of proposed plant

The Project shall be set up in 199.84 ha ( say 200 Ha) of land . No forest land is involved, Mostly Single Crop, Low yield Agriculture and waste land have been chosen for the project. The details of the land has been given as below :

Khasra Wise Details Of The Land For Proposed Cement Plant, Whrs, Thermal Power &

Colony

Village - Hardua ken

Sr. No. Khasra no. Area (in Hect.) Status of Land

1 58 1.14 Private land

2 59/1 0.39 Private land

























25 316/1/ka 0.20 Private land

26 316/1/kha 0.51 Private land



































59 337 0..93 Private land




















































109 830 0.04 Govt. (Par)


111 832 0.04 Govt. (Par)
























133 346 0.03 Govt. (Banjar)

134 344 0.05 Govt. (Par)

135 820 1.08 Govt. (Road)







142 797 0.03 Govt. (Par)





147 824 0.08 Govt. (Par)







154 829 0.02 Govt. (Par)



157 837 0.94 Govt. (Road)











168 888 0.05 Govt. (Par)











Total area (in hect.) 102.95

Total area of Govt. Land (in hect.) 2.36

Total area of Private land (in hect.) 100.59

Village – Devra

Sr. No. Khasra No. Area (in Hect.) Status of Land






































Total area of Govt. Land (in hect.) Nil


Village – Maddiyan








































Total area of Govt. Land (in hect.) Nil


Village – Sotipura


1 1/1. 0.34 Private land





6 5 0.32 Govt. (Charnoi)







13 10 0.51

Govt.

(Charagah)




















31 25 0.40 Govt. (Khalihan)











Village – Puraina




















17 853 0.07 Govt. (Par)

18 854 0.04 Govt. (Par)








26 861 0.05 Govt. (Par)









Total Land (in all five villages) required for the Cement Plant, WHRS,Thermal Power &

Colony

Private Land - 192.42 Hect. Government Land - 7.42 Hect.

Grand Total - 199.84 say 200 Hect.

Land use breakup:

Sr.

No Description Land In Sq mtr

Percentage (%)

of Total Land

1 Built Up area (including

utilities for cement plant 510879.66 25.56

2 CPP/WHR 105215.76 5.27 3 Road area 57404.66 2.87

4 Township 269353.99 13.48

5 Green Belt Development 660000.00 33.03



6 Open Land 395545.93 19.79

Total 1998400.00 100

4.3 Environmental Settings in and around 10 Kms radius from the proposed site

S. No Particulars Details

1 Latitude 24019‟10.76”- 24019‟56.39” N

2 Longitude 79057‟32.81” - 79058‟51.05”- E

3 Height above mean sea level 317mRL

4 Nearest City Amanganj – 13.15 km Semariya – 9.75km

5 Nearest Railway Station Khajuraho Railway Station - 53.25Km

6 Nearest Airport Khajuraho -55.50 km

7 Nearest Highway Panna- Amanganj- Simariya SH-49 – 0.3Mtrs

8 Nearest Village Sotipura, Hardua, Puraina

9 Hills/Valley None within 10km radius

10 Ecological Sensitive Zone None within 10km radius

11 Reserve Forest Pagra PF – 8.0km - SW

12 Historical Place No

13 Nearest River/ Nalla Ken River – 0.9 km – West

Sonar River - 5.6 km –WNW Devra Nala – 1.10km- N Jonaro Nadi - 2.80km – S Karhawani N - 6.50km – NNE

Co-ordinates 1. 24°19'55.86"N - 79°57'32.81"E

2. 24°19'49.35"N- 79°57'50.07"E 3. 24°19'46.56"N - 79°58'28.88"E 4. 24°19'56.25"N - 79°58'29.58"E 5. 24°19'56.39"N - 79°58'50.87"E 6. 24°19'33.64"N - 79°58'51.05"E 7. 24°19'10.76"N - 79°58'33.49"E 8. 24°19'13.79"N - 79°58'1.54"E 9. 24°19'26.63"N - 79°57'36.60"E



4.4 Topography

The terrain in the area proposed for plant is largely flat without major undulations.

Topographically the proposed area slopes gently from North to South, with level

difference range of 319M to 315M. There is no perennial / seasonal nala or river flowing

within the proposed plant area.

4.5 Existing Infrastructure

Road

Well connected with state highway 49 by a stretch of about 300 mt and the national

highway by about 48 Km.

Rail line

Nearest rail head is Damoh on Katni-Bina section of western railway and is located about

85 Kms.

Other infrastructure are available at Amanagnj and district head quarter Panna.

4.6 Soil Classification

The rocks exposed in the area under consideration apparently belong to the Lakheri

formation of the Bhander Group. In the proposed area, the rocks include a conformable

package of limestone, calcareous silt/ sandstone and shale. Soil is the most important

feature of physiography, the formation of which largely depends upon the topography,

rock types and drainage. The cropping pattern in the area is governed by the thickness of

soil mantle, its texture and consistency.

The numerous varieties of soils known by many local names they are grouped under the

representative classes.

4.7 Climate

The area witnesses subtropical climate and receives an average rainfall of 1200 mm

annually. The variation in temperature is from 250 to about 460 C in summers and 80 to

about 220C during winter. The wind generally blows in northeast direction. From

November to February the area experiences winter, while April to June the region

experiences the summer. The monsoon sets in by June and retreats by September.

Relative humidity averages from 30% to 90% during the year. Proposed operation will

adopt all type of mitigating measures thus the adverse effect on environment may be

minimized.

Year Annual rainfall Temperature 0c

In mm Maximum Minimum

1997 1093.3 45.8 4.3



1998

1999

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

1144.2

1140

1280

1180

1400

1210

1234

1240

1130

1248

1885

1145

1080

1120

1105

1089

1102

46.2

45.7

46.5

46.5

46.5

47.6

47.2

47.1

48.0

47.2

44.6

44.9

44.3

44.6

43.9

44.2

45.2

4.2

4.8

4.6

4.2

4.6

4.1

4.0

4.1

4.0

4.5

5.8

6.2

5.8

6.2

4.8

4.1

4.5

Temperature

The area has generally hot climate. In summers the maximum temperature ranges

between 250 C to 46 0 C and in the winter from 80C to 120C.

Rainfall

The average annual rainfall of this area is about 1200 mm.

Relative Humidity

The annual relative humidity varies between 30 to 90%.

Seismology

The proposed plant site area falls in Seismic Zone III. This aspect shall be duly considered

while designing the structures.

4.8 Social Infrastructure

The Site is surrounded by Sotipura, Hardua, Puraina Kakra, Kamtana,

Saptai, Judi, Devri Purohit and Devra villages scattered all around. Primary

schools are situated in almost all villages while medical facilities are available

in Amanganj. Nearest town is Amanganj which is almost 7 km away from the

proposed site for the plant.


50 JAYKAYCEM ( Central) Ltd..

Demographic Data Of The Villages In And Around The Study Area

S. No.

Village Name Tahsil/Dist No Of Households

Population SC ST Literates

Total M F M F M F M F

1 Amanganj (NP) Gunnor/Panna 2135 11609 6233 5376 1189 1041 226 202 4127 2776

2 Badkhera Kalan Pawai/Panna 132 734 403 331 137 103 5 4 288 211

3 Balgaha Gunnor/Panna 160 814 412 402 0 0 286 279 157 59

4 Bamhori Gunnor/Panna 378 1937 1002 935 346 299 6 1 476 215

5 Baraunha Gunnor/Panna 90 424 225 199 0 0 225 199 41 14

6 Bhainswahi Gunnor/Panna 109 531 277 254 107 107 1 1 178 126

7 Bhatpura Pawai/Panna 12 67 35 32 0 0 0 0 28 20

8 Bilha Pawai/Panna 77 508 268 240 8 12 11 9 195 139

9 Bilha(Dharmpur) Gunnor/Panna 147 684 365 319 54 51 4 1 156 66

10 Birasan Pawai/Panna 131 661 343 318 108 100 0 0 205 114

11 Boda Pawai/Panna 296 1433 776 657 241 202 36 25 542 317

12 Chandanpur Pawai/Panna 115 520 270 250 148 142 0 0 169 125

13 Chikhla Pawai/Panna 245 1251 662 589 195 160 0 0 200 112

14 Dagdha Gunnor/Panna 67 353 180 173 42 42 0 0 116 74

15 Devra Pawai/Panna 148 787 429 358 122 97 9 9 333 211

16 Dharampura (Kunwarpur) Gunnor/Panna 66 402 208 194 77 63 0 0 110 63

17 Ganyari Pawai/Panna 257 1266 654 612 210 213 0 0 254 85

18 Ghatari (Amanganj) Gunnor/Panna 182 971 490 481 157 149 0 0 246 108

19 Gudmania Pawai/Panna 122 643 330 313 89 73 0 0 246 156

20 Hinauta Dubey Gunnor/Panna 50 237 124 113 7 6 0 0 92 54

21 Hinauti Gunnor/Panna 349 1771 935 836 361 352 0 0 510 236

22 Itaura Gunnor/Panna 7 55 34 21 0 0 0 0 22 8

23 Itauri Gunnor/Panna 124 663 330 333 136 132 0 0 153 74

24 Jhagra Gunnor/Panna 80 474 261 213 78 51 0 0 145 77

25 Jharkuwa (Kudra) Gunnor/Panna 173 841 425 416 95 99 0 0 219 125



26 Jhirata Pawai/Panna 162 689 368 321 28 35 0 0 209 63

27 Jijgaon Gunnor/Panna 148 663 345 318 92 91 0 0 229 155

28 Judi Gunnor/Panna 44 260 134 126 15 11 0 0 66 40

29 Kakarhai(Panna) Gunnor/Panna 54 304 146 158 17 19 0 0 83 47

30 Kakra Gunnor/Panna 112 500 263 237 29 25 0 0 93 47

31 Kalyanpura Gunnor/Panna 8 38 19 19 0 0 0 0 16 8

32 Kamtana Gunnor/Panna 722 3774 1979 1795 507 420 244 238 980 558

33 Kanchaura Gunnor/Panna 59 304 161 143 76 69 0 0 64 24

34 Karia Pawai/Panna 403 2105 1094 1011 230 211 0 0 759 507

35 Khalon Pawai/Panna 106 488 263 225 74 65 0 0 156 69

36 Kinna Pawai/Panna 6 31 19 12 6 3 0 0 5 0

37 Koni Pawai/Panna 248 1211 616 595 189 195 0 0 385 206

38 Kudra Gunnor/Panna 162 785 397 388 200 215 25 18 177 95

39 Kuluwa Gunnor/Panna 19 93 53 40 18 18 0 0 30 14

40 Kumhari Pawai/Panna 149 787 415 372 38 24 94 94 298 240

41 Maddayan Gunnor/Panna 60 295 153 142 0 0 0 0 110 83

42 Mahalrampur Gunnor/Panna 49 235 120 115 31 40 0 0 93 54

43 Maharajganj Pawai/Panna 17 79 38 41 0 0 0 0 32 31

44 Mahguwan Gunnor/Panna 106 433 213 220 91 94 68 81 122 70

45 Mahuwa Dando Gunnor/Panna 130 570 315 255 37 29 175 141 210 137

46 Majhgawa Shekh Gunnor/Panna 90 502 267 235 86 73 0 0 157 64

47 Majhgawan Pahad Pawai/Panna 87 405 217 188 129 117 9 6 126 61

48 Majra Pawai/Panna 20 122 66 56 15 13 0 0 34 16

49 Mania Pawai/Panna 71 324 169 155 72 70 0 0 125 94

50 Mukeha Gunnor/Panna 133 653 339 314 122 109 12 8 126 55

51 Pagra Pawai/Panna 98 459 244 215 41 36 0 0 125 43

52 Pagra Bada Gunnor/Panna 436 2175 1155 1020 364 334 0 0 743 437

53 Palohi Pawai/Panna 145 740 400 340 99 87 0 0 204 95

54 Patna Kalan Pawai/Panna 110 548 296 252 121 109 0 0 164 82

55 Patna Kalan Pawai/Panna 285 1484 785 699 396 338 0 0 506 298



Demographic Data of the Villages In And Around The Study Area

56 Pipariya Khurd Gunnor/Panna 36 236 131 105 0 0 0 0 58 30

57 Pipra Narayanpura Pawai/Panna 108 598 313 285 34 32 0 0 205 133

58 Puraina Pawai/Panna 281 1519 809 710 215 194 0 0 545 346

59 Purwa Pawai/Panna 56 282 149 133 17 18 0 0 114 68

60 Raiguwan Pawai/Panna 141 798 435 363 125 126 2 3 214 90

61 Rampur Gunnor/Panna 334 1610 834 776 34 28 399 394 381 151

62 Rangia Pawai/Panna 10 85 37 48 11 12 0 0 21 26

63 Sanaura Gunnor/Panna 57 313 168 145 42 26 59 47 95 59

64 Saptai Gunnor/Panna 50 205 106 99 0 0 16 21 59 20

65 Saptaiya Gunnor/Panna 30 115 65 50 53 41 0 0 29 13

66 Sarsela Pawai/Panna 69 330 178 152 52 48 0 0 101 59

67 Sata Budhasingh Pawai/Panna 300 1592 867 725 213 167 0 0 429 213

68 Simariya Garhi Pawai/Panna 818 4102 2198 1904 637 534 7 6 1206 723

69 Simra Kalan Pawai/Panna 56 291 148 143 22 28 0 0 75 52

70 Simra Khurd Pawai/Panna 13 51 32 19 9 4 0 0 13 7

71 Singhaura Gunnor/Panna 170 815 411 404 55 53 128 125 193 129

72 Siri Gunnor/Panna 527 2719 1427 1292 378 364 342 298 766 365

73 Sirsi Pawai/Panna 139 694 373 321 46 40 46 42 216 101

74 Sotipura Pawai/Panna 6 37 20 17 0 0 0 0 17 13

75 Sunwani Kalan Pawai/Panna 513 2465 1341 1124 379 307 12 7 815 439

76 Sunwani Khurd Pawai/Panna 103 531 271 260 18 20 35 39 181 132

77 Surajpura Pawai/Panna 83 426 239 187 9 12 13 10 121 40

78 Tahanga Pawai/Panna 68 338 184 154 87 69 0 0 78 41

79 Tighra Pawai/Panna 293 1416 787 629 227 190 0 0 456 249

80 Udla Pawai/Panna 248 1183 626 557 71 71 223 217 290 115

81 Umri Pawai/Panna 210 1122 596 526 53 51 0 0 384 224

Total 14760 75345 39874 35471 9826 8784 2959 2752 22804 13148



Sr. No.

Village Name

Tahsil Total Workers

Main Workers

Cultivators

Agriculture Labours

HH Industry

Other Workers

Marginal Workers

Non Workers

M F M F M F M F M F M F M F M F

1 Rampur Gunnor 473 342 455 101 172 15 113 56 14 6 156 24 18 241 361 434

2 Baraunha Gunnor 122 130 109 104 5 1 100 102 0 0 4 1 13 26 103 69

3 Kalyanpura Gunnor 14 8 14 8 14 8 0 0 0 0 0 0 0 0 5 11

4 Majhgawa Shekh Gunnor 138 139 138 132 97 97 33 32 0 0 8 3 0 7 129 96

5 Mahuwa Dando Gunnor 145 112 145 111 58 16 83 95 0 0 4 0 0 1 170 143

6 Balgaha Gunnor 212 131 208 118 70 25 116 74 6 1 16 18 4 13 200 271

7 Siri Gunnor 747 526 715 481 383 232 176 167 35 26 121 56 32 45 680 766

8 Mahguwan Gunnor 117 50 117 48 57 4 39 40 7 4 14 0 0 2 96 170

9 Hinauti Gunnor 518 368 471 190 212 92 62 33 10 12 187 53 47 178 417 468

10 Hinauta Dubey Gunnor 58 35 57 33 29 16 18 16 0 0 10 1 1 2 66 78

11 Sanaura Gunnor 83 39 82 39 55 24 22 15 0 0 5 0 1 0 85 106

12 Singhaura Gunnor 222 134 199 119 79 22 105 87 1 0 14 10 23 15 189 270

13 Kanchaura Gunnor 82 13 79 1 45 0 2 0 1 0 31 1 3 12 79 130

14 Jijgaon Gunnor 179 101 157 23 75 7 42 9 1 2 39 5 22 78 166 217

15 Kamtana Gunnor 1029 618 994 500 450 144 386 317 57 27 101 12 35 118 950 1177

16 Kakra Gunnor 133 112 124 17 58 4 60 13 0 0 6 0 9 95 130 125

17 Saptai Gunnor 51 48 49 1 25 0 22 1 0 0 2 0 2 47 55 51

18 Pipariya Khurd Gunnor 77 52 77 51 37 7 40 44 0 0 0 0 0 1 54 53

19 Itaura Gunnor 16 4 14 0 11 0 0 0 0 0 3 0 2 4 18 17

20

Dharampura (Kunwarpur)

Gunnor 108 58 106 52 78 7 28 45 0 0 0 0 2 6 100 136



Sr. No.

Village Name


Main Workers

Cultivators

Agriculture Labours

HH Industry

Other Workers

Marginal Workers

Non Workers


21 Bilha(Dharmpur) Gunnor 203 73 182 41 119 28 62 13 0 0 1 0 21 32 162 246

22 Kulhuwa Gunnor 27 15 23 13 17 7 5 5 1 1 0 0 4 2 26 25

23 Jhagra Gunnor 120 106 110 38 80 28 8 5 1 0 21 5 10 68 141 107

24 Judi Gunnor 62 52 61 3 52 3 6 0 0 0 3 0 1 49 72 74

25 Pagra Bada Gunnor 600 395 538 95 395 51 56 25 6 4 81 15 62 300 555 625

26 Maddayan Gunnor 86 72 68 8 63 6 4 2 0 0 1 0 18 64 67 70

27 Bamhori Gunnor 575 511 505 141 289 91 70 28 29 11 117 11 70 370 427 424

28 Bhainswahi Gunnor 142 93 141 67 85 42 28 14 0 0 28 11 1 26 135 161

29 Dagdha Gunnor 83 62 83 21 66 9 1 0 7 5 9 7 0 41 97 111

30 Saptaiya Gunnor 42 34 7 0 3 0 1 0 0 0 3 0 35 34 23 16

31 Kudra Gunnor 217 200 202 10 149 4 44 6 1 0 8 0 15 190 180 188

32 Jharkuwa (Kudra) Gunnor 233 159 218 47 153 33 27 8 0 0 38 6 15 112 192 257

33 Itauri Gunnor 187 123 175 55 131 42 34 13 0 0 10 0 12 68 143 210

34 Ghatari (Amanganj) Gunnor 263 232 232 95 74 8 86 75 5 0 67 12 31 137 227 249

35 Mukeha Gunnor 200 124 177 92 122 58 39 29 0 1 16 4 23 32 139 190

36 Kakarhai(Panna) Gunnor 85 92 77 89 65 78 10 11 0 0 2 0 8 3 61 66

37 Mahalrampur Gunnor 62 59 49 30 36 25 8 5 0 0 5 0 13 29 58 56

38 Amanganj (NP) Gunnor 2886 563 2568 329 428 28 93 47 201 33 1846 221 318 234 3347 4813

39 Khalon Pawai 154 113 132 29 88 12 32 17 0 0 12 0 22 84 109 112

40 Jhirata Pawai 196 61 132 10 111 6 10 2 6 0 5 2 64 51 172 260

41 Surajpura Pawai 146 115 136 36 83 22 48 14 0 0 5 0 10 79 93 72

42 Sunwani Kalan Pawai 742 504 556 99 297 39 116 33 43 14 100 13 186 405 599 620



Sr. No.

Village Name


Main Workers

Cultivators

Agriculture Labours

HH Industry

Other Workers

Marginal Workers

Non Workers


43 Simra Khurd Pawai 19 13 16 8 13 7 3 1 0 0 0 0 3 5 13 6

44 Simra Kalan Pawai 80 64 72 36 53 22 17 12 0 0 2 2 8 28 68 79

45 Sunwani Khurd Pawai 149 103 138 62 86 28 38 31 0 0 14 3 11 41 122 157

46 Sirsi Pawai 192 181 191 43 77 14 69 24 0 0 45 5 1 138 181 140

47 Raiguwan Pawai 227 201 220 15 199 9 16 5 1 0 4 1 7 186 208 162

48 Udla Pawai 335 183 167 30 87 3 9 7 3 2 68 18 168 153 291 374

49 Patna Kalan Pawai 133 28 102 6 71 1 8 3 0 0 23 2 31 22 163 224

50 Sata Budhasingh Pawai 483 266 468 256 229 98 205 148 15 10 19 0 15 10 384 459

51 Koni Pawai 339 132 324 29 194 8 53 12 7 3 70 6 15 103 277 463

52 Boda Pawai 391 210 224 26 187 18 22 6 0 0 15 2 167 184 385 447

53 Maharajganj Pawai 27 30 25 16 18 10 7 5 0 1 0 0 2 14 11 11

54 Pagra Pawai 150 140 145 114 50 42 92 72 0 0 3 0 5 26 94 75

55 Ganyari Pawai 352 73 314 40 219 7 60 22 32 11 3 0 38 33 302 539

56 Simariya Garhi Pawai 1131 490 1067 368 325

110 322 172 57 28 363 58 64 122 1067 1414

57 Chikhla Pawai 375 338 369 325 229 205 135 120 0 0 5 0 6 13 287 251

58 Tahanga Pawai 110 77 101 75 77 63 18 11 3 1 3 0 9 2 74 77

59 Majra Pawai 41 35 38 15 33 14 4 1 0 0 1 0 3 20 25 21

60 Birasan Pawai 197 173 179 98 146 73 28 23 0 0 5 2 18 75 146 145

61 Majhgawan Pahad Pawai 102 56 71 29 10 3 2 0 0 0 59 26 31 27 115 132

62

Pipra Narayanpura Pawai 170 142 44 3 30 0 4 1 0 0 10 2 126 139 143 143

63 Gudmania Pawai 180 53 165 5 127 2 30 2 2 0 6 1 15 48 150 260



Sr. No.

Village Name


Main Workers

Cultivators

Agriculture Labours

HH Industry

Other Workers

Marginal Workers

Non Workers


64 Patna Kalan Pawai 449 396 352 146 217 56 85 79 17 6 33 5 97 250 336 303

65 Kinna Pawai 10 6 3 0 2 0 1 0 0 0 0 0 7 6 9 6

66 Karia Pawai 577 413 443 61 321 27 77 30 14 2 31 2 134 352 517 598

67 Mania Pawai 82 68 62 0 61 0 1 0 0 0 0 0 20 68 87 87

68 Palohi Pawai 200 10 200 8 166 5 26 3 0 0 8 0 0 2 200 330

69 Umri Pawai 274 270 271 176 139 47 129 128 1 0 2 1 3 94 322 256

70 Tighra Pawai 366 329 313 142 284 125 29 14 0 0 0 3 53 187 421 300

71 Purwa Pawai 81 28 80 3 71 2 4 0 4 0 1 1 1 25 68 105

72 Devra Pawai 236 59 124 5 97 2 9 0 0 0 18 3 112 54 193 299

73 Sotipura Pawai 12 12 7 0 7 0 0 0 0 0 0 0 5 12 8 5

74 Rangia Pawai 19 23 10 1 10 1 0 0 0 0 0 0 9 22 18 25

75 Bhatpura Pawai 18 13 13 0 10 0 1 0 0 0 2 0 5 13 17 19

76 Puraina Pawai 407 216 330 99 240 87 24 3 8 2 58 7 77 117 402 494

77 Kumhari Pawai 261 213 237 2 184 1 50 0 0 0 3 1 24 211 154 159

78 Bilha Pawai 165 110 159 7 140 2 15 4 0 0 4 1 6 103 103 130

79 Sarsela Pawai 118 83 104 36 80 25 18 11 3 0 3 0 14 47 60 69

80 Chandanpur Pawai 139 91 118 11 94 4 20 3 3 1 1 3 21 80 131 159

81 Badkhera Kalan Pawai 211 123 171 5 152 0 8 1 5 0 6 4 40 118 192 208

Total 20848 12370 18274 5871 9662

2463 3875 2452 607 214 4130 742 2574 6499

19026 23101


57 JAYKAYCEM (Central) Ltd.

Summary of Panna District, Madhya Pradesh

Population Growth Rate

The change of 18.62 percent in the population of the district is recorded when compared

to population as reported in the previous census of India in 2001, while the increase has

been 24.50 percent to its population in 1991.

Density 2011

The total area of Panna district is 7,135 square kilometres.

The density of Panna district for 2011 is 142 people per sq. km. In 2001, the density was

120 people per sq. km.

Literacy Rate 2011

Average literacy rate of Panna in 2011 was 66.08 compared to 61.36 of 2001, with split in

gender reveals as male 75.63% and female 55.55%. For 2001 census, the figures stood at

73.33 and 47.97. Total literate in Panna District were 565,120 of which male and female

were 339,312 and 225,808 respectively.

Sex Ratio 2011

As regards the Sex ratio in Panna, it stood at 907 female members per 1000 male

members compared to 2001 census figure of 901. The average national sex ratio in India

is 940 as per latest reports of Census 2011. Child sex ratio is 910 girls per 1000 boys

compared to figure of 932 girls per 1000 boys of 2001 census data.

Child Population 2011

In census enumeration, data regarding child under 0-6 age were also collected for all

districts including Panna. There were total 160,884 children under age of 0-6 against

171,060 as per 2001 census, with male and female 84,216 and 76,668 respectively. Child

Sex Ratio as per census 2011 was 910 compared to 932 of census 2001. In 2011, Children

under 0-6 amounted to 15.83% compared to 19.97% in 2001 census in Panna District.

Urban Population 2011

As per the 2011 census, 125,321 people, amounting to 12.33% of the total population,

comprising 65,935 males and 59,386 females live in urban areas. Sex Ratio in urban

region of Panna district is 901 as per 2011 census data. Similarly child sex ratio - male to

female in Panna district was 1000 to 910 in 2011 census. Child population (0-6) in urban

region was 15,616 of which males and females were 8,178 and 7,438 respectively.



Average literacy rate in Panna district as per census 2011 is 80.62 % of which males and

females are 87.04 % and 73.49 % respectively. In terms of number 88,447 persons,

amounting to 80.62%, are literate in urban region of which males and females are 50,269

and 38,178, amounting to 87.04 % and 73.49 % respectively in terms of percentage.

Rural Population 2011

As per 2011 census, 87.67 % population of Panna districts lives in rural areas of villages.

Total population in Panna district living in rural areas is 890,707 of which males and

females are 466,931 and 423,776 respectively, with sex ratio of 908 females per 1000

males. Child sex ratio of Panna district is 910 girls per 1000 boys. Child population in the

age bracket of 0-6 is 145,268 in rural areas with males being 76,038 and females 69,230.

The child population comprises 16.28 % of total rural population of Panna district.

Literacy rate in rural areas of Panna district is 63.95 % as per census data 2011. Gender

wise, male and female literacy stood at 73.94 and 52.92 percent respectively. In total,

476,673 people were literate of which males and females were 289,043 and 187,630

respectively.

Status of Infrastructural Facilities

Roads and Type

The project site is supported by good roads and the Government has adopted the policy

to connect all the villages with more than 1000 inhabitants to the main roads. The

general status of the roads is good however internal road connectivity within village

needs to be improved for all weather in core as well as buffer zone villages.

Transport System:

It was found that different means of transportation have been used by the villagers to

access these destination points like Mandi Samities, Warehouses, local market sites and

District head quarter or city or town. In project area most commonly used means of

transportation has been changed from bullock cart to tractors and trolleys, four

wheelers, motor cycles and bicycles to access the various places of interest.

The proponent will, however, develop their own transport system to meet variety of

requirements.

Markets

Panna district is governed under eight number of Tehsils and five blocks, having

marketing facilities with access and communication network for transport. These market

places have enough facilities for sale/purchase of both food and the articles of daily use.

Besides there are agriculture produce marketing samities which are accessible to the

community of project area. These are used for the sale of agricultural produce. Besides



these, a substantial number of shops/outlets for the supply of the agricultural inputs

like seeds, fertilizers and pesticides to the farmers to meet their requirements are already

in operation around the project area.

Present marketing infrastructure is approachable due to availability of good road

network, but still marginal and small farmers, landless labourers and other resource

poor are not able to take the advantage of the marketing facilities to improve their

incomes. Hence there is a need to connect effective market linkages by promoting group

marketing practices or by developing easily accessible market facilities near the project

area.

Storage

As the project area grows a substantial quantum of agricultural crops, storage facilities

and temporary godowns either at home or at farms are used by the cultivators for the

current produce. These are the temporary storage structures and always have a threat of

natural calamities. It is perceived that modern storage facilities need to be developed

looking to the market and visualizing the rise in incoming produce for marketing and

storage.

Cooperatives and Self-help Groups

Various types of cooperative societies dealing with production in agriculture, agro-

based industries, and seed production are available in the area. Apart from this village

based cooperatives, a few number of self-help groups (SHG) are formed under different

schemes in the project area. These groups are practicing thrift and credits at primary

level. However it is realized that they need to be integrated with income generation

activities in big way by strengthening them and building their capabilities.

Communication System and Networks

Postal Services

Postal services are the important mode of communication in rural areas. Nearest post

office is located in village Kamtana, about 7 kms from the proposed site. All the villages

under study are covered by postal services. Besides, there are a large number of PCOs

are also available.. However during field discussions, need for improvement of these

services was desired.

Information and Communication Facilities:

During recent times, the means and modes of communication have changed drastically.

In the project area modern means of communication (mobiles, internet etc.) are available

and have apparently taken over from the traditional means of communication

(telegraph, land lines etc.).

Village Economy and Service Providers:

A complex system of village economy is prevalent in the project area. This is based on



land, water, cattle and vegetative resources. The efforts should be made towards their

healthy development and conjunctive use, in such a way that the entire environment of

the village gets enriched while ensuring management of capabilities of other mutually

supporting sub-systems at sufficiently high levels.

There are different departments functional in the project area viz. Agriculture,

Horticulture, Animal Husbandry, Fisheries, Watershed and Cooperatives etc. An

integrated approach is needed to boost their competencies in managing and developing

communities. Noticeable number of respondents in core and buffer zone expressed that

credit lending institutions are not adequate and access to available credit institutions is

also difficult due to non availability of right information to avail credits. These facilities

call for a concerted effort for up gradation.

Table: Credit Availability from different Sources

Sr.

No. Institutions

Core Zone Buffer Zone

Yes % No % Yes % No %

1 Cooperative Bank 53 6.99 705 93.01 45 13.12 298 86.88

2 Government

Institutions 13 1.72 745 98.28 6 1.75 337 98.25

3 Government Credit

Society 100 13.19 658 86.81 116 33.82 227 66.18

4 Village Lender 106 13.98 652 86.02 12 3.50 331 96.50

5 Credit Lender 157 20.71 601 79.29 38 11.08 305 88.92

6 Friends 261 34.43 497 65.57 109 31.78 234 68.22

7 Relatives 278 36.68 480 63.32 93 27.11 250 72.89

8 Others 53 6.99 705 93.01 45 13.12 298 86.88

Livelihood Support Structure:

The marketing system is not perfect due to many reasons such as, poverty and other

socio-economic conditions of the community. As a result, the produce in the village is

either consumed or only finds the local market for trade. The marketing infrastructure is

ill equipped which leaves the community in disadvantage and finally in commercial

loss. Thus, there is need to improve and strengthen the marketing system so that a

remunerative price is ensured for the agricultural produce, animal produce and produce

of other subsidiary income generating activities. In the villages where the different

types of infrastructural facilities are not available, villagers need to travel to certain



distances to have access to these facilities.

Agro Based Industries

The development of any industry is dependent on the availability of inputs, power,

connectivity and market in the area. For studying the development of agro-based

industries, data regarding the establishment of agro-based industries in the vicinity of

project has been collected and studied

From the discussions with farmers it is gathered that small scale or cottage industries are

scattered and scanty and carried on by different castes at their homes and own risks for

their own benefits. The members involved are mostly their own family members or

sometimes hired labour. The capital investment in such business is usually very meagre

specific to tools purchase and raw material. Use of machine power is very limited and

they depend mostly on manual operations. The sale of product is also confined to local

market and adjoining villages.

Subsidiary enterprises like fisheries, dairy, poultry, goat rearing, etc. is not picking up in

the area. There exists a vast scope for fruit and vegetable cultivation owing to

availability of water. Promotion of these activities in the area is considered crucial for

improving the health of agro-based industries. There is potential for development of few

industries in the project area e.g. processing units for cereal & pulses, dairy, poultry,

goat rearing, fisheries, fruits and vegetable preservation units, flour grinding, bakeries,

carpentry, etc.

Fuel Energy

Use of traditional sources of energy e.g. cooking coal, kerosene, cow dung cake, fuel

wood etc. continues to be the major sources of energy for rural families in the project

area. Data collected from the respondents clearly indicates the extensive use of cow

dung cake, fire wood and Kerosene for fuel. Use of electricity and LPG in the study area

was also noted. This trend is picking up in the area. There are no users of biogas,

electricity and solar energy for cooking purpose.

Table: Use of fuel energy in the project area villages

Sr. No. Energy Source Unit Availability

1 Fire Wood Kg. 796974

2 Rock oil Lit. 22020

3 Electricity Unit 4185300

4 Biogas Hours 3

5 Solar Energy Days 0

6 Smokeless Chullaha No. 1500

7 Cow Dung Cake No. 276000



8 LPG No. 1800

9 Other No. 0

Total 5283597

Community Centres

With the advent of panchayat raj system, almost all the panchayat are having suitable

places for interaction in the community for various purposes. In most of the villages,

though there are no distinctly designated community centres but arrangements are

temporarily made in existing public buildings and places as per the requirement.

Sports

No adequate sports facility is available in the villages. In most of the villages it has been

found that sports facilities are not on priority of the community. Children play games

like cricket, football etc anywhere in open fields. School grounds, wherever available,

are mostly used by the village children for various sports. These activities are the means

of entertainment for them. It is felt that more serious efforts are needed to improve

sports at village level.

Civic Amenities and Perspective Changes among Village Communities:

The data on civic amenities in the study area shows improvement in telephone,

electrification, piped water supply, hand pumps and toilets etc. The improvement in

basic amenities is indication of improvement of living standards and awareness amongst

the farmers of the area due to government programmes.

Although in the villages of study area improvement can be seen on the front of

development of infrastructure- all type of roads, the Govt. supported medical facilities,

children‟s education and electrification yet still there is plenty of scope for more

advancement.

Many options are open for villagers for spending their money. Proximity to the urban

centres, penetration of media in the village houses, and frequent visits to the relatives

working in cities by villagers have transformed a conservative villager into aspiring

consumers.

Consumerism appears to be directly related with the income of the villagers also, which

hitherto was the characteristics of urban population. The philosophy of simple living

seemed to have been replaced by fast life with maximum consumption. Younger

generations, irrespective of their family income, are interested in consuming and owning

goods which their parents have not even thought of. .

The significant observations on civic amenities can be summarized as under:



Almost all the villages in the project area has primary level of education

For secondary and higher education children have to travel to the nearest town places,

like Amanganj.

Primary health centres are available. A Govt. run hospital is functional in Amanganj.

Nurses, midwifes named as “Asha” Karyakarta visit all the villages on fixed days of the

week.

There are private doctors in town like Amanganj and Panna.

Most of the villagers use hand pumps and dug wells for drinking water

Cleanliness and soak pits are missing near hand pumps inviting sanitation issues

Both phone facilities and post facilities are available

All the villages are connected through road network but the condition needs immediate

attention

There are few drains both Kachha and Pakka in study area villages

Electricity is available in all the villages

Open defecation is common and only few houses are having toilets.

Education

Presently illiteracy among the people in project area is quite high. The proposed project

will change the income level of these villagers by assured monthly income to families

and linking the other members of community to various income generation avenues.

The project will indirectly support a much larger number of inhabitants. .

There will be quicker increase in literacy level, availability of schools, access to schools,

increase in number of school going children (particularly girls), decrease in dropout

rates, and improvement of learning environment especially in government schools in the

project area.

Labour

Construction and operation phases of project development will increase income of local

people as some local unskilled, semiskilled and skilled persons will gain direct or

indirect employment.

Similarly, inhabitants shall get businesses opportunities like tea and food stalls, barber

shops, beetle/pan shops, grocery shops, milk vending etc.

Likely interventions of the project proponent in the core and buffer zone villages for

improving the livelihood based on agriculture and allied activities getting enhanced due

to influx of people of a different social strata will require more labour for followings

jobs: -

Advent of new small scale engineering work shops

Advent new fooding joints



Advent of provision sale outlets

Enhanced production of agricultural produce

Enhancement in On field processing of crops and marketing of perishable products like

vegetables

Enhancement Supply of additional inputs like fertilizer, agro-chemicals etc.

Enhancement in repair and maintenance of agricultural machines, pumps etc. (as

mechanization is also likely to increase, which may offset some of the direct labour

engagement)

There will be increase in current sources of income, average household income and

expenditure in the project area.

Community Organizations and Credit Institutions

Panchayat Raj Institutions are in existence in the project area.

There are limited social/ community in the project area. However it is anticipated that

these institutions will be developed over a period of time.

There will be increase in access to credit owing to increase in income of households in

the project area. This will increase the banking and other financial institutions activities

in anticipation of the commercial growth of the project area.

Other Benefits

Appreciation in land value.

Easy dissemination and assimilation of agricultural and other extension information –

due to development induced improvements in education/literacy.

Benefits by the people, particularly the vulnerable groups from various development

programs of the project proponent which will also receive the support of existing

government as well as public.

5. PLANNING BRIEF

5.1 Planning Concept

Successful implementation of the project is dependent on proper planning of simultaneous

and interacting activities, from the preparation of Concept to the commissioning of the

project. Delay in implementation results in cost over-runs as well as loss of opportunity.

This chapter covers the objectives, methodology, project activities envisaged,

implementation strategies, critical activities & project implementation schedule.

Objective

The objectives of implementation planning are:

To elaborate the implementation programme and time schedule.



To formulate strategies for successful implementation.

Project Activities Pre-project activities

All activities up to the finalization of orders for main machinery are considered as pre-

project activities. Briefly, these are as follows:

Management decision to go ahead with the project.

Submission of application for financial loan to the financial institutions - Arrangement

of internal financial resources.

Appointment of project consultant.

Approval from competent authorities in respect of:

The following

Environmental clearance from Central Government - State Pollution Control Board

clearance.

Sanction and supply of power from State Government.

NOC from Grampanchyat

El (Electrical & Instruments) Basic engineering including preparation of main

machinery tender specifications.

Drawing and preparation of bulk samples for technological tests by main

machinery suppliers.

Floating tender enquiries, evaluation and placement of order for main machinery.

Land acquisition and site development including leveling of land, soil testing,

construction of roads, construction of boundary walls, gates and arrangement of water

etc.

Project execution activities

The project execution activities, after placement of orders for main machinery, in brief

are as under:

Detailed engineering of the project.

Procurement of auxiliary equipment and systems.

Civil construction activities.

Logistics planning for supply of raw materials and other related input materials.

Entering into long term contracts with respective contractors for supply of raw

materials etc.

Erection of machinery including installation of electrical equipment and

instrumentation.

Trial runs and Commissioning.

Commercial production and shipment of Cement to the market.



Project Implementation Strategy

Following implementation, any one of the following strategies for project execution can

be adopted for execution of the proposed project:

Turnkey

Semi - turnkey with limited package

5.2 Population Projection

Description 2011 2001 Actual Population 1,016,028 856,558

Male 532,866 450,549

Female 483,162 406,009

Population Growth 18.62% 24.50%

Area Sq. Km 7,135 7,135

Density/km2 142 120

Proportion to Madhya Pradesh Population 1.40% 1.42%

Sex Ratio (Per 1000) 907 901

Child Sex Ratio (0-6 Age) 910 932

Average Literacy 66.08 61.36

Male Literacy 75.63 73.33

Female Literacy 55.55 47.97

Total Child Population (0-6 Age) 160,884 171,060

Male Population (0-6 Age) 84,216 88,544

Female Population (0-6 Age) 76,668 82,516

Literates 565,120 420,622

Male Literates 339,312 265,457

Female Literates 225,808 155,165

Child Proportion (0-6 Age) 15.83% 19.97%

Boys Proportion (0-6 Age) 15.80% 19.65%

Girls Proportion (0-6 Age) 15.87% 20.32%

Description Rural Urban Population (%) 87.67 % 12.33 %

Total Population 890,707 125,321

Male Population 466,931 65,935

Female Population 423,776 59,386

Sex Ratio 908 901

Child Sex Ratio (0-6) 910 910

Child Population (0-6) 145,268 15,616



Male Child(0-6) 76,038 8,178

Female Child(0-6) 69,230 7,438

Child Percentage (0-6) 16.31 % 12.46 %

Male Child Percentage 16.28 % 12.40 %

Female Child Percentage 16.34 % 12.52 %

Literates 476,673 88,447

Male Literates 289,043 50,269

Female Literates 187,630 38,178

Average Literacy 63.95 % 80.62 %

Male Literacy 73.94 % 87.04 %

Female Literacy 52.92 % 73.49 %

5.3 Land Use Breakup of the proposed Area:

Please refer section 4.2.

5.4 Infrastructure Demand

Infrastructure is the underlying platform and hidden capital required to operate the facilities

for society in general, various Information, Communication, Technology and

Telecommunication environment. Without a solid infrastructure, environment would be

unreliable, which might in turn place your business at risk of downtime and may bring

business to a grinding halt.

5.5 CSR Strategy

Proposed Programme under CSR

1. Infrastructure Creation:

a. Drinking Water Infrastructure:

b. Irrigation Infrastructure:

• Enhancement and safe guarding of surface water bodies

• Soil and water conservation activities

c. Sanitation Facilities:

• Construction of closed drainage lines with proper disposal facilities.

d. Other infrastructure:

• Street lights provision.

2. Education Program:

• Provision of individual kits (bags, uniform)

• Develop volunteers to provide extra tuitions after school hours.



• Promotion of science and mathematics clubs in schools.

• Provision of transport facilities for secondary and college going students.

• Computer and English training courses for secondary school students.

• Provision of a scholarship scheme for bright students/ students from marginalized

groups.

Promotion of good secondary school with school bus facility to a cover a number of

villages.

• Proposal for setting up Alternative School for drop outs for vocational skills.

• Provision of computers in schools.

4. Health Program:

• Proposal to increase the number of mobile units and also link them with referral facility.

• Provision of Group medical insurance

• Specific program for respiratory diseases and kidney stone.

• Proposal to develop a specific program for health care facilities for elderly persons.

4. Livelihood Program:

• Training and development of small scale job execution facilities

Training and development of the inhabitants service industry related activities

Focus on 2-3 crops for agriculture and horticulture

• Focus more on drip/sprinkler irrigation and supply of improved seed varieties.

• The fodder supply to cattle in the village, available local fodder, etc.

• Development of fodder plots to encourage fodder purchase locally. This would also

give additional income to some groups.

• Exploration of alternative job options for fishing community.

Business potential survey in the region and develop youth training curriculum on those

lines.

• Proposal for vocational training, business development courses for youth. They

shall be supported to access bank loan/Govt schemes for setting up their own enterprise

and/or also provided with job counselling services.

• Support for product development and marketing to local artisans.

6. PROPOSED INFRASTRUCTURE

6.1 Industrial Infrastructure for the proposed plant



Presently the area is devoid of industrial growth. With proposed integrated

cement plant, ancillaries units may develop in the area. The project shall

provide enough infrastructure for the employees and nearby population .

Water: Water treatment and distribution from central pumping station head has been

considered. Water requirement is estimated around 3012 m3/day in phase -1 (which

includes plant, colony, CPP). A suitable rain water harvesting scheme is proposed to

save and store water.

Air Conditioning: Central air conditioning for the CCR‟s has been considered.

Compressed Air: Two centralized compressor houses have been envisaged (along with

some local compressors).

Workshop: A reasonably good workshop facility has been envisaged for mechanical,

electrical & control and mining machinery in the plant.

Stores: Adequate storage facility for spares of the machinery as well as consumables has

been envisaged. Covered as well as open space has been provided.

Laboratory & Engineering Office: A well equipped Laboratory shall be provided (along

with Engineering office) in the CCR building.

Security & Time Office: Security, Time office and Administration building has been

proposed.

Weighbridges: weigh bridges with centralized control has been proposed for incoming

and outgoing materials.

The plant shall have high level automation for Plant Quality Control system with

automated sample collection for raw materials, clinker, fuel followed by testing by

combined XRF & XRD analyzer for on-line quality control of product.

6.2 Residential Area

Essential staff and workmen of the plant shall be accommodated in the colony

proposed within the site and will have banking, health and education facilities

6.3 Green Belt

JCCL shall develop a total of 66 ha (33.02%) area as green belt with approx 1,25 ,000

number of trees. The green belt shall be developed in block wise at Plant, Colony, along

the roads, along the boundary and other utilities area.

6.4 Social Infrastructure

JKCCL will focus on specific areas that it believes can have a significant impact on an

individual‟s quality of life and potentially provide multiple indirect benefits. The

proponent intends to achieve significant results by focusing on areas that have a

significant effect on an individual‟s quality of life. We elaborate these areas as quality

Education, Healthcare, and Infrastructure, supporting livelihood which help Social



upliftment of vulnerable and deprived group of persons in clean and green

Environment.

Strategic objective

Strategic objective in each of the CSR focus /impact areas is as follows:

1. Education: :

Improve the quality of elementary education, provide greater access to higher

education and enhance the employability prospects of local youth.

2. Healthcare:

Provide affordable, accessible and quality health care to segments of the community

residing at the base of the pyramid, women and children.

3. Infrastructure: :

Build critical infrastructure projects that have community „ownership‟, ensure common

access, possess robust operations and management systems and improve the

community‟s environmental health

4. Livelihood Improvement:

Link individual capacity to opportunity by supporting social initiatives that capitalize

on existing assets (skills, natural resources, and others) and thus provide economic

security for those at the base of the pyramid

5. Environment: :

Achieve clean development through streamlining internal industrial processes and

supporting community initiatives for green & clean lifestyle around project areas.

6. Social Upliftment::

Empowerment & Inclusion of vulnerable and Bottom of Pyramid Population in

development process by facilitating access to development opportunities.

6.5 Connectivity

The proposed plant site is located at a distance of about 7.5 km from Amanganj and can be

approached from Amanganj by traveling on State Highway SH-49 (connecting Damoh -

Hata - Amanganj - Panna – Ajaygarh, in M.P. to Naraini in U.P. The proposed plant site

is located at about 300 m from state highway (SH-49) in the west direction. Considering

the short distance between Mines and the proposed plant site, it is envisaged that crusher

shall be located in the mine area. The northern boundary of proposed site of the plant

adjoins the southern boundary of granted Limestone mining lease.

No railway station is located in the vicinity of the proposed cement plant. In separate

arrangement to be taken up in future, after the completion of the present project, a

Cement grinding unit is being considered to be located in village Rupaund. Rupaund

railway station is located at a distance of about 115 km South East direction from the

presently proposed plant site in villages Harduwa Ken etc. Rupaund station falls under



South East Central Railway and its Divisional headquarter is located at Bilaspur. Rupaund

is considered for developing the railway siding in future.

6.6 Drinking Water

JKCCL will test the water for portability as well as Plant operations. The appropriate

treatment systems for equipment usage and drinking treatment system shall be installed.

6.7 Sewerage System

The sewage treatment system shall be installed to treat the sewage generated from

domestic water consumption in cement plant and colony. The treated water shall be

used for green belt development in the Plant and Colony. The waste water generated from

cement plant and CPP Shall be treated in the treatment plant 725 KLD in phase -I and similar

arrangement shall be provided for phase-II . The sewage generated from the colony shall be treated at

STP of 300 KLD The sludge generated from the STP shall used as manure for plantation.

6.8 Industrial and Solid Waste management

Please refer to paragraph 3.9.

6.9 Power Requirement & Supply

Power Requirement and Source

The maximum power demand for the proposed Plant, Mines and Colony has been

estimated at about 86 MW for both phase. The power requirement is proposed to be met

through installation of Captive Power Plant (CPP) and Waste Heat Recovery based

power plant (WHRS). Accordingly 40 MW CPP together with 15 MW power generation

through WHRS is proposed in each phase, totaling to 80 and 30 MW respectively in

total of two phases. For emergency power requirement, grid connectivity has been

envisaged. Nearest 132 KV grid substation of Madhya Pradesh Power Transmission

Company Limited (MPPTCL) is located at Pawai at a crow fly distance of about 20 km

from the proposed plant site. The construction power has been envisaged to be made

available by providing 2 or 3 DG sets of 500/250 KVA. Or from 11 KV line as could be

feasible.

Power Distribution

Primary Medium Voltage (6.6 kV) Power Distribution System

The power to plant loads shall be distributed via Load Centers, located close to the

electrical loads in different process departments

A process-conform subdivision of power distribution shall limit the interdependencies

between departments. A power failure or maintenance shutdown in one department

shall not affect other plant sections. Power to various decentralized consumers spread

over the plant layout shall be provided by means of cables installed on cable trays

placed on utility bridges and/ or support structures of conveying equipment inter-

connecting the major plant departments.



The plant power factor shall be corrected on two levels. The first level includes two

centralized power factor and harmonics filtration units connected to the each section of

medium voltage busbar e.g. mill motors, as well as high voltage fed variable speed drive

systems shall be corrected by central power factor correction and harmonics filtering

equipment. An overall power factor of approx. 0.95 shall be achieved at LV & MV Bus

(considering MV and LV-compensation).

Low Voltage Power Distribution and MCC (415 V 50 Hz)

The low voltage power distribution scheme has to comply with the process

requirements. Independent process departments shall receive independent power

supplies and distributions. Process departments are generally determined by material

storage facilities. Power will be distributed from the primary power distribution system

to distribution of transformers arranged in separate rooms located adjacent to the

decentralized electrical rooms of various plant sections. These transformers will supply

power to low voltage distribution switchgears, to which all consumers, such as lighting,

motor control centers (MCC), large low voltage motors, low voltage power factor

correction equipment and non- process equipment (e.g. auxiliary buildings), will be

connected. The low voltage distributions systems will be equipped with controlled

capacitor banks arranged in the different electrical rooms close to the MCC's. The entire

power distribution system (HV, MV and LV) shall be designed to guarantee selective

fault isolation, isolating a faulty circuit from the remainder of the electrical system and

thereby eliminating unnecessary power outages.

The low voltage power distribution switchgear and the MCC shall be located in

decentralized electrical rooms in the respective plant buildings. All electrical rooms shall

be generously sized and provide enough space for future modifications and additions. In

order to fulfill the operational requirements and to allow fully automatic control and

supervision (digital and analogue) through PLC from the Central Control Room, all LV-

Distribution equipment and MCC's shall be equipped with I/O-units as an integral part

of the LV- Distribution or MCC-panels. The I/O-units shall provide a compatible

standard bus system and protocol for the signal exchange with the Process Control

System applied. The I/O-unit hardware shall be located in a separate section of the LV-or

MCC-panel. The status of each individual input or output at the I/O-unit shall be visible

from outside the panel

Power Factor Correction

The plant power factor shall be corrected on two levels. The first level includes two

centralized power factor and harmonics filtration units connected to the each section of

medium voltage busbar e.g. mill motors, as well as high voltage fed variable speed drive

systems shall be corrected by central power factor correction and harmonics filtering



equipment. An overall power factor of approx. 0.95 shall be achieved (considering MV

and LV-compensation).

Electrical System Components

Drives

The type of drives considered is based on following requirements:

• Speed/ torque characteristics of the driven equipment

• Enclosure protection depending upon the work environment

• Performance characteristics i.e. high power factor and efficiency at operating point

• Accuracy and range of speed control required for specific application

All motors, generally above 225 kW shall be connected to 6.6 kV distribution and all

motors below 225 kW shall operate on 415 V. In addition to this all motors above 132 kW

rating shall have starting current limiting device and shall be provided with soft starters

to ensure smooth start. Power saving equipment like medium voltage AC variable

frequency (MVAC) drives and low voltage AC variable frequency (LVAC) has been

taken into consideration to minimize energy costs as to achieve precise speed control

Lightning Protection

A comprehensive lightning protection system shall be installed to cover all buildings

and structures. The Faraday-cage type shall be applied. The lightning protection system

shall be connected to the plant grounding system by separate tapping points. Such

connections shall be at the outside of the building walls, and shall be individually,

directly connected to the foundation grounding.

7. Rehabilitation And Resettlement

The proposed project does not require any Rehabilitation and resettlement (R&R) Plan.

However if such a matter arises and is to be necessarily adopted in future, the

same shall be complied by JKCCL as per the Central/State Govt. policies.

Compensation for the farmers losing their land is given on mutual negotiations.

This practice will be stringently adhered to in future also. In addition, majority of

workers will be deployed from the nearby villages as per their eligibility.

8. PROJECT SCHEDULE & COST

Estimation Project Implementation Schedule

The implementation schedules have been planned keeping in view the

various recommendations mentioned under relevant categories. The delivery

schedule for main machinery, procurement and deliveries of auxiliary equipment,



duration of civil construction, mechanical erection, etc. have been duly considered

while preparing the schedule.

A period of ten months has been estimated for pre project activities (till the placement

of order for main machinery) from the date of taking the investment decision. The

suggested schedule has been given below.

The implementation period has suggested 36 months for project execution activities

after placement of main machinery order till the commissioning of plant. The

detailed time schedule for project execution after placement of main machinery

order up to commissioning of the plant, in the form of bar charts is given below.

As per the project implementation schedule the expected implementation time has

been estimated as:

+ Pre project activities : 10 months

+ Project execution activities : 36 months

Basis of Estimates:

The estimated project cost for installation of total 5.28 MTPA capacity clinker

production,6 MTPA Cement productions, 80 MW CPP with 30 MW Waste Heat

Recovery in two phases, has been considered on the basis of existing prevailing rates in

the market, though there were indications of reduction in cost per ton due to entry of

Chinese vendors. There is certain case where the cost per ton is less than that what has

been considered. The total investment cost estimate for the proposed project works out

to Rs. 277434 Lakhs in Phase-I and Rs. 281261Lakhs in Phase-I. The estimated

Investment Cost for the project has been based on the requirement of fixed and non-fixed

assets

Project Cost Estimate

An abstract of the cost estimate for the installation is being furnished below. The cost

estimate includes all items.

Sn Description Total cost (Rs. in Lacs)

1 st phase 2nd Phase

1. Land and site development 62,642 76,979

2. Civil works and Structures 45,073 39,928

3. Plant and Machinery including Mining

Equipments

77,924 76,097

4. Engineering & Know How 1,000 400

5. Expense on Training 100 50



6. Miscellaneous Fixed Assets including

CPP, WHR. Railway Siding at Rupaund

for Clinker Loading in future.

42,229 40,178

7. Pre-Operative Expenses including

Interest during Construction period

28,638 29,915

8. Contingency 17,430 17,714

9. Margin Money for working Capital 2,397

Total Project Cost 277,434 281,261

UNIT COST OF PRODUCTION IN BOTH PHASES

S.NO

Description

Unit

Rs/Unit Qty/ Unit

Qty/ Unit

Qty/ Unit

Cost (RS/T)

Cost (Rs/T)

Cost (Rs/T)

Clinker OPC PPC Clinker OPC PPC

1.0 Raw Materials & Consumables

1.1 Limestone Tonnes 159 1.36 1.25 0.91 216.62 199.29 145.14

1.2 Bauxite Tonnes 850.00 0.03 0.03 0.02 29.27 26.92 19.61

1.3 Iron Ore Tonnes 700.00 0.02 0.02 0.01 12.05 11.09 8.07

1.4 Bottom Shale Tonnes 55.00 0.15 0.14 0.10 8.35 7.68 5.59

1.5 Fly Ash Tonnes 1,050.00 0.30 0.00 0.00 315.00

1.6 Limestone In Opc Tonnes 159.10 0.05 0.00 7.96 0.00

1.7 Gypsum Tonnes 2,750.00 0.03 0.03 0.00 82.50 82.50

1.8 Consumables 38.50 55.00 55.00

Sub Total ( 1 ) 304.79 390.44 630.91

2.0 Utilities

2.1 Power KWH 2.90 55.00 82.00 70.00 159.50 237.80 203.00

2.2 Coal Tonnes 6,283.75 0.11 0.097 0.071 663.94 610.83 444.84

2.2 Water 1.00 1.00 1.00

Sub Total ( 2 ) 824.44 849.63 648.84

3.0 Wages & Salaries Incl. Benefits

37.68 53.83 53.83

4.0 Factory Overheads 70.00 100.00 100.00

5.0 Administrative Expenses

35.00 50.00 50.00

Sub Total ( 1 + 2 + 3 + 4 + 5 )

1,271.91 1,443.90 1,483.59



6.0 Packing Expenses 190.00 190.00

TOTAL UNIT CASH COST OF PRODUCTION

1,271.91 1,633.90 1,673.59

9. ANALYSIS OF PROPOSAL (Final Recommendation)

Growth of infrastructure facilities in various fields together with housing etc. automatically drives forwards the requirement of Cement in the market. Based on the growing demand in the central, northern and eastern region of the country for cement, the location of project with reference to these markets is an advantage to cater them.

Proposed project will be beneficial to industrially backward- virtually non-industrial district of Panna. The proposed project will provide direct and indirect employment opportunities to the people of surrounding region. The process of Industrial development in terms of advent of ancillary units including service industry and development of supporting infrastructure, will in turn trigger the upliftment of local population. Opportunities with special benefits in financial and social field will become easily available to the local people. Besides, business opportunities for local community like transport of cement to market, raw material transport, maintenance and housekeeping contract work etc. will become available to the people in the region. Social amenities in the form of medical facilities, education to underprivileged and creation of self help groups will witness upward growth in quality and magnitude. State Government will also get revenue in terms of various taxes.

The financial viability also shows a good rate of return from the project. Environment

Management Plan (EMP) covering all aspects like planning, designing, construction and

operation of the project will be put into service. With proper and effective mitigating

measures in place during the implementation and operation phases of the proposed

project, no major adverse effect on environment is envisaged.

Best available technology and management techniques will also be adopted to

ensure good profitability together with insignificant adverse effect on various

segments of environment. The project will meet the compliance requirements of

MoEF‟s Charter on Corporate Responsibility for Environmental Protection (CREP).

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